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Item 6D - PlansEXHIBIT A - Site Plan Exhibit � OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL 1 421 OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL 1 -4Q- 0 OWNER: TXCRE VLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL OWNER: TXCRE LLC ZONING: NRPUD LAND USE: UNDEVELOPED NONRESIDENTIAL 57 ft , OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY PROPOSED PROPERTY ACQUISITION (ZONING CHANGE FROM NRPUD TO SP1 PROPOSED IMPROVEMENTS (PAVED AREA 2) CIAL j 3 2011 OWNER: TRINITY RIVER AUTHORITY OF TX ZONING: SP1 LAND USE: OFFICE COMMERCIAL OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPERTY OWNER: USA ZONING: AG LAND USE: CORPS OF ENGINEERS PROPER A, — PROPOSED \� IMPROVEMENTS , (PAVED AREA 1) 1 rD \ PROPOSED \ IMPROVEMENTS • .� OWNER: WILKS SOUTH LAKE ` (WET WELL AND DEVELOPMENT L \ LIFT STATION) '•, ZONING: NRPUD \ LAND USE: MIXED USE V A• lr �• �l OWNER: TXCRE LLC ZONING: NRPUD LAND USE: OFFICE COMMERCIAL r- 1050 OWNER: SOUTHLAKE CITY ZONING: NRPUD LAND USE: FLOOD PLAIN 11•1� ��i••1 •.f til�•�- -� ti' 1•L 1 1� � L :i 1• r• .1 �•1. 3000 NAME: KIRKWOOD/SABRE LINEAR PARK OWNER: CITY OF SOUTHLAKE ZONING: RPUD LAND USE: MEDIUM DENSITY RESIDENTIAL E, TX AREA MAP NO SCALE --- - - -• -- � r - PROJECT SITE ` 3200 N WHITE CHAPEL BLVD SOUTHLAKE, TX, " + 76092 W Dowe Rd b VICINITY MAP NO SCALE (IN FEET) Map Data from: https://southlake.maps.arcgis.com/apps/webappviewer/index.htmI?id= 3ddafd7070b84a589dOd29b41218130b Zoning Case #: ZA24-0019 EXHIBIT A - Site Plan Exhibit SURVEY CONTROL O y POINT # NORTHING EASTING ELEVATION DESCRIPTION O � 5/8"IR W/CAP �. 1 7044017.12 2380261.80 582.02 STAMPED "REFERENCE POINT" \ 2 7044114.47 2380510.99 574.04 MAG-NAIL IN ASPHALT 3 7044020.66 2380526.21 576.17 X IN CONCRETE C GEOTECHNICAL BORES BORE ID BORE DEPTH NORTHING EASTING B-16 60.0' 7043926.34 2380419.83 / B-17 60.0' 7043932.15 2380464.82 / B-18 60.0' 7044062.36 2380460.93 i / 50' EMERGENCY ACCESS, UTILITY & DRAINAGE EASEMENT B-19 60.0' 7044086.26 2380506.89 CABINET A, SLIDE 7212 P.R.T.C.T. TEST HOLE DATA BORE ID BORE DEPTH NORTHING EASTING TH-1 5.8' 7044014.04 2380268.64 TH-2 6.5' 7044014.10 2380343.00 SURVEY NOTES: 1. CONTROL IS BASED ON NAD83 (2011) USING TEXAS STATE PLANES, NORTH CENTRAL ZONE, AND ELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 2021 2. GEOTECHNICAL BORINGS WERE COMPLETED ON 2022-12-07 BY KLEINFELDER. 3. TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOS GROUP. \ EASEMENT AND RIGHT-OF-WAY / OWNER: / USACE TRINITY RIVER AUTHORITY OF TEXAS / No. D212153806 O.P.R.T.C.T. / JULY 27, 2012 ld _- -Idld -Id PARCEL 21 FURTHER DESCRIBED IN l j 8 SS VOLUME 13679, PAGE 125 � / D.R.T.C.T.r p �' V V / / EXISTING . � Ln' J0 FIRE HYDRANT LO LO \ /00 _I co W � B 19 N a a / N EXISTING a o h��„ x I� 27" PVC SS y� ° . ° ° • ° ° �� 6" � 18"DIA 8' PERMANENT PEDESTRIAN ACCESS EASEMENT / LOT 4R1, BLOCK 1 X SABRE GROUP CAMPUS / L O ADDITION %� - -� - 2�W CABINET A SLIDE 12216 EXISTING 20" FM P.R.T.C.T. / / 0 0 INK ° 6 - OWNER: 0 3. TRINITY RIVER �/ _o �_ n 0 AUTHORITY OF TEXAS - / - TH-1� 20 FM TH-2-N - / �- �ale .ao a �� a O oo EXISTING MAIN ' �'Q) a . KIRKWOOD LIFT CO / O h� /N�� STATION z � L- p1A18. \ EASEMENT AND RIGHT-OF-WAY - , \ / / ( EXISTING a Lu TRINITY RIVER AUTHORITY OF � ELECTRICAL J O LOT 3 BLOCK 1 TEXAS BUILDING ' a I O � No. D212153806 °- TEXAS WHEELHOUSE, LLC. p � J SLIDE 7214 J O.P.R.T.C.T. y CABINET A, JULY 27, 2012 / M.R.T.C.T. \ 6-- 8 PARCEL 19 i _ DI` FURTHER DIA ESCRIBED IN / / / / / / / // / CITY OF SOUTHLAKE l VOLUME 13679, PAGE 126 i 20' UTILITY �..a8„ D.R.T.C.T. O EASEMENT / / / / � i , � Y / , _ � / i , 20' / O B- / / / / / -- 17VOL 13218, PG 339 / � � / i D.R.T.C.T. ®B 16A � / 6' -18' DIA � OVERFLOW EASEMENT O �� / / o=z�� / OWNER: �G P5 / `�� u)CITY OF �= - "DIA18 I 1 1 TRACT NO. C-2560 / �cJ�� P�,�' / / o � �= EXISTING N SOUTHLAKE �G,��G / / � ��o rL 27" PVC SS �161 04 583I \ VOLUME 4558, PAGE 505 AS SHOWN IN o �,�GG / i �� a6'=Q \ \ I CABINET A, SLIDE 7212 h� / 1 ' o' \ P.R.T.C.T. O cb C O kDIMV IA D,IA 8 DIA J ��1 6 Y� I EASEMENT: / / Oy ( D1� L. �- s81� I / TEXAS POWER & LIGHT COMPANY ,/ I / VOLUME 8078, PAGE 2033 /,\` I D.R.T.C.T.4: 6DIA18 \ I CALLED 4.621 ACRES -`58p \` l JAN UARY 30, 1985 DIA -18" I TRACT NO. 2 \ \ \ ` I DIA I DIA18„ DIA 579- - DIA18' 6DIA18 o\ 8 6DIA18 \ / 'Cb 57 / A in 966ase #: ZA24-0019 - - -�20 40 60+O I, moo (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w2 0� �z �wF--0� OOE:z(j) p 0 LL Z D w Lu oD�- u) F--- z w 0 00 cn 0 w>zo0 w�o N�o Z 0 w � 0 2i zU)z co ILL � zw�-)0� 0 z0 wzt00� U UO0�O� O 0(nNLw0 U) 4t _ 12� Lu w z 0 o_ U U) w 0 w Q 0 51h W � co cQ°6Z Q W Z w Q 2i ��W �LL X Lu ~ wo WO z W o U0� C) Z Z Z OW0 Z� ZU)Q Q Q U) U) EXISTING SITE PLAN - SURVEY OVERVIEW JOB NO.- 19WO5146 DATE- JUNE 2024 DESIGNED BY: JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 1„ IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-101 SHEET 14 NUMBER EXHIBIT A - Site Plan Exhibit SITE WORK POINTS POINT # DESCRIPTION 1 MATCH TO EXISTING EOC 2 45-6" CURB RADIUS 3 PT OF 45' RADIUS 4 PC OF 15' RADIUS 5 35'-6"' CURB RADIUS 6 PT OF 15' RADIUS 7 EOC 8 EOC 9 EOC 10 EOC 11 EOC 12 PT OF 15' RADIUS 13 15' CURB RADIUS 14 PC OF 15' RADIUS 15 PT OF 45' RADIUS 16 44'-4" CURB RADIUS 17 MATCH TO EXISTING EOC 18 MATCH TO EXISTING EOC 19 19'-4" CURB RADIUS 20 PT OF 20' RADIUS 21 PC OF 5' RADIUS 22 EOC 23 EOC 24 10' RADIUS 25 MATCH TO EXISTING EOC 26 MATCH TO EXISTING EOC 27 PT OF 39'-4" RADIUS 28 39'-4" CURB RADIUS 29 PC OF 39'-4" RADIUS 30 PT OF 20' RADIUS 31 19'-4" CURB RADIUS 32 MATCH TO EXISTING EOC \ \ , F°C o � NORTHING EASTING y� / 7043985.30 2380135.63 °yam \ \ -Id -Id � �-- Id ]d -Id -Id Id _ � � � �d 7043942.25 2380150.18 \ / 7043957.69 2380192.98 WO DIA 7043953.23 2380194.59 O 7043941.16 2380161.26LIJ y 7043911.15 2380180.11 ° , 7043896.26 2380157.72 ,=�/� 32 RIDGELINE co;, °, a ; ° 7043812.93 2380210.22 - 7043767.15 2380239.06 i / a 7043847.44 2380366.35 _ • O 7043976.46 2380284.97 y� / W -rG - 579.70 ° I / 7043970.18 2380275.10 \ � ° •° 7 • � 31 ° \ ,0 • 7043980.73 2380263.69 /18 ' J Sj a 19', X C 8 a ° Poh 1/ � •. ° .: _. ° ° > � °. ° ° /J � DIA 8 DIA18 7043975.30 2380249.70 �� / a ° 9 ° •° FG - 579.01 1 10 1 1� 7043995.09 2380247.61 y 4;J a 30 28 7043989.72 2380292.45 �j OR CURB - ° � ° - 577.58 / t� SPgRE j SEE DETAIL ° - - \ 7044032.65 2380278.59 29 19 20 J . d �J S ltij SS 7044070.34 2380394.90FG 17 -(i� I 99C 74 �Gj4� --504 a I % 7044051.31 2380401.04 ° 21 ,J °� 7044059.65 2380419.21 TC - 580.81� q,NK '`/ X LLY� ' $ ° . FG - 576.95 y 7044019.23 2380437.78 i �(-FG 581.42\� 1 7043928.01 2380457.25 Oy J a � � ^° : - •° °' •° . � ° RIDGELINE ° SS FL - 575.46 ° 7043943.01 2380471.52 ° °° 15 ° a F I•, 7043980.98 2380476.44 1 �j ° 4 , a 582 ° ° SS SS ° ° ° �� ° °,J ° ° °� ° �J° FG - 582.64 O oho ro ° ° 26 7043983.95 2380487.91 °/ ` ° / ° J ° ° °� ° �� Ln h� ° ° , FG - 5 2 ° FG - 574.88 / °° ° _ - _ 5,4 °� � of 7044012.17 2380488.23 °° ° 4 ° -1 FG 583.094 'St FG 581.10 FG 575.88 25 / J a° 16 u4 ° ° j r J e ° 7044013.88 2380491.93 ° a ° \ FG - 580.90 ° �J�°° ° TIE TO ° ° ° ° J ° J ° FG - 573.75 - 574 I I 7044053.83 2380492.32 EXISTING TC - 583.50 ° a ° 583 ° ° J � ,V- FG - 582.50 I ^ ." FG - 575.94 ° �^ �' SEE JOINT 04 fl- 7044037.40 2380456.64 ' j %J J' ° 6�° 6 � 13 `' "' 9.50'% 2,210.65 sf ° ,J ,� DETAIL r FG - 583.75 4,J ° A I O TC - 579.50 --.� LIFT 7044062.64 2380444.21 5813.75 b° ° ° ° /J a STATION ° ° ° FG - 574.30 hT c� ° ° ° ° ° FF=576.33 ° - - 7044071.01 2380462.42 /J ° ° J \ / ° ,J ° 24 99-C-505 FG - 584.00 8 ° ,� J a �g3 ° ° 12 ' ° ° ° Oy TC - 579.50 7044090.15 2380456.62 �c�Dc FG - 583.95 a ° J ,� ° ° 4 ° ° co 2 ° bJ ° FG - 583.04- FG - 575.42 FG - 574.34 i / A 3 ° 4 a J ° ° ° ° ° ° TC - 579.50 coo FG - 575.14 a ° F - 74.1 R ° ° ° ° 14 ° 71 .�°Sf ° / G 5 9 3$° ° $ / J ` ,S„ J ° 4 ° ° d J ° O a - 5 ' ° °/J ° ° J ° 4 / ° J°° ° 4 � ° J TC - 579.50 / � � � 4 J ° ° 4 ° O ss FG - 575.12 ' b J`5%a_ 23 ss SANITARY _ ° ° ° 4 / J ° ° ° 1 p4 5 ❑ 3 d d y� FG - 574.86 ° /a / SEWER °J ° ° 'J ° ° V ° hCb ° ° ° ° ° 'J4 ° FG - 574.80 ° MANHOLE (TYP) ° ° ° ° ° 4 ° ° 'Q ,-° 4 ° ° ° ° f ° ° FL - 574.58 / ° FG - 583.06 4 ° °° ° 4 ° ° ,d4 ° J FG - 574.69 22 �FL 573.82 6 ° ° ° ° 4 ° h�' 4 ° ° ° ° p ° -FG - 579.20 U /; p' co°) O ° 4 J ° ° ° ° / ° ° ° ° y CONCRETE S8 ° J 4 ° � i (i) SITE LAYOUT COORDINATES NOTES: 1. ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB, BACK OF CURB UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESS OTHERWISE SHOWN OR SPECIFIED. 4. FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT, REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS. 7 4 J ° ° ° 4 ° , J 41 °° ° °4 a J J py SWALE � o 10 �- a ° .° 4 J ° , J 4 4 ' J ,�°� SEE DETAIL ��V =Q� `r' ' FG - 582.57 ' ° ° ° 4 CURB ° ° ° 6J° , J ° a 4� % � ooQ / \ ° ° SEE DETAIL' ° J ° ° 4 ° ° ° ° J ° 4 ° ° ° D05 Quo J O / I ° ° °'-1 J° ° ° �� a ° J ° 4 J 99-C-504 I ' �z�s� I I / 6"A • ° AV ° 4 99-C-504 ° 4 ° ° 4 ° J 4 Ap ° I( \ J ° 4 ° ° /J 4 / ° ° 4cb J ° ° ° ° ° m 'a ° ° 'J ho p INSTALL SS 6 I / 582 � TRENCH DRAIN ° �� / ° ° PROVIDE POSITIVE J ° FG - 579�' .42 4 J a ° ° MUD VALVE ° DRAINAGE /J4 ° ' 4 ° ,J ° \ ° ° 4 ' SEE DETAIL ° F 4 , ° ° ° PROPOSED SITE CHANGES: DIA 8 �\ ° A ° ° ` 4 ,J ° ° D04 J ° 4 4 J ° J h^ 99-C-507 ° °° 4 '� °,J 99-C4- J 4 J ° °a ° °, °,°� A ° ° ° a 4 '�° ° °y 1 Western Paved Area-28,718 sf of impervious coverage ° 4 ° ° ° 4 ° h� �' J ° ° FG - 577.20 ° - J ° ° ° ° 'J 4 J ° �' y 2 Eastern Paved Area 5,428 sf of impervious coverage ' ° 4 ° ° 1 ° ° J ° 4 ° \ (4 i 4 ° ° 4 ° ° 4 -J ° h 10 /"J ° °-FG - 579.194 ° ' ° J ° ° °' �J4 / 3 Lift Station and Wet Well - 2,210 sf of impervious coverage DIA 1` J o ° 4 \ ° `J e 4 ° ° ° ° ° , ° /JJ ° ° D�A a �� 4 ° ° CURB DRAIN � C� ° ,J ° ° ° ° ° A ° J ° W/ PLUG ��°` y�� Zoning Case #: ZA24-0019 ° J ° ° ° J SEE DETAIL h ° ° 4 J e ° ° ° ° ° ° °�' / _ 8 ° ° ' ° J ° ° ° FG - 578.18 99-C-506 579- ° J J ° Ati, �J FG - 578.19- ° 'b C - 4 A" ° / J� ►L 4 (9) - 578 i \\7' a FG 578.30 / , v 0 10, 20' 40' 60' +\Oe 566 c0 (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu _ ~ 0(5 O z OfWO� p 00 zcf) ILZwCOLU p � O - cn Z w�a- Z0 O � pZ F- w >zovZ) ' W � =O N Z �LLi�O Z U) 0 0 LUZOo� o U U°zC,4O� p 0 w1.- rn 0 0 Q i _ Lu Lu z O 0 U) LLI 0 n i W ILL � J U) U)°6z Q wz� w Q X LLGLU �LU LL ~ � wU0 W W z 0 o vL� 0 z z �0 z OWE ZF- z♦ < �Q n�/ L 1_ LLI >- 12(n PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY- JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET 1 NUMBER EXHIBIT B - Development Regulations S-P-1 Uses and Regulations for the Trinitv River Authoritv Lift Station: 3200 N. White Chapel Blvd. & 1350 W. Kirkwood Blvd. The S-P-1 uses and regulations for the Trinity River Authority Lift Station will follow the "CS" Community Service district uses and regulations with the following exceptions: Additional Permitted Use: Sewage Lift Station and associated structures and equipment. Development Regulations: Structures and equipment are allowed as shown on the site plan and elevations. Any additional above ground structures or equipment to be added in the future will require City Council approval of a new Zoning Change and Site Plan application. A variance is requested for bufferyard implementation. Tree screening along Kirkwood Blvd. will be maintained. Sabre Drive is a private drive and will not have through traffic. Kirkwood Lift Station Proposed Work Summarv: The project includes an expansion to TRA's existing Kirkwood (sewage) Lift Station. Improvements are intended to increase storage capacity, improve pumping capabilities, and overall collection system resiliency, as well as improve electrical service reliability and safety and ease of maintenance. The major proposed items of work on the project include: • Demolition: o Removal of pumps and equipment from existing wet well. o Removal of variable frequency drives (VFDs), HVAC units and electrical gear from existing electrical room. • Structural o Construct a new at/below-grade concrete wet well, approximately 33 feet wide by 24 feet long and 47 feet deep. o Construct a new at/below-grade concrete valve vault with associated piping and appurtenances adjacent to wet well, approximately 36 feet wide by 15 feet long. Wet well storage volume will increase from 53,000 gallons to 200,000 gallons. o Construct a new at/below-grade concrete flow meter vault with associated piping and appurtenances, approximately 10 feet wide by 10 feet long. o Install steel frame monorail hoist for pump access and maintenance. • Mechanical o Install four new submersible pumps and associated piping inside wet well. o Construct buried yard piping and valves to convey sewage flows. • Electrical o Install new electrical gear to support pumps, and VFDs inside existing electrical room. Case No. ZA24-0018 EXHIBIT B - Development Regulations • Civil: o Install new driveway into new wet well. o Install new driveway and pad for temporary sewage storage tanks, to be used only in "emergency" setting. o Install new decorative perimeter wrought iron fence with cedar pickets to match existing fence, along with an electrical sliding fence gate. • Other notes: o Traffic impact from TRA Operations is not expected to change upon completion of construction. o Sabre Drive is a private drive and will not have through traffic for the public. Case No. ZA24-0018 EXHIBIT C - Lighting Plan Footcandles Footcandles Zoning of Neighboring Property Horizontal Vertical Agricultural, Single-family, and two-family residential districts 0.2 0.5 Multiple -family residential districts 0.5 0.5 Nonresidential districts, streets 3.0 3.0 Light industrial districts 5.0 5.0 PHOTOMETRIC PLOTS DSX2 LED P8 40K T5S MVOLT G1 �34' MOUNTING HEIGHT T5S (WITH HOUSESIDE SHIELD) [ T5S-HS I - DSX2 LED P8 40K T5S MV 400 Polar Candela 22,000 IWO 1700 1600 1500 1400 18,333 1300 14,667 120° 11,000 ' 7,333 1100 inn 3,667 1000 0.00 900 400 {' 3,667 800 �. 7,333 700 r - 11,000 ` - - 600 _ 14,667 18,333 500 y, 22,000 tJA;O° 100 2011 3011 ■ - Max Cd: 37.511 H 4011 L ■ -0°H ■ - 90° H �0 (MOUNTING HEIGHT 34 FT: https://www.visual-3d.com/tools/photometricViewer/default.aspx?id=213301 ) (PRIVATE STREET OWNED BY TRINITY RIVER AUTHORITY OF TX) \d 0 J 0 0 0 0.2-0.5 Y FC 0.! �o- 1.0 - Gradevaries FC D i i I 3.0- 1 H HORIZ ANGLE 0 VERT ANGLE 0 INTENSITY IN CALCULATED ORDINANCE LIMIT J Fl TEST POINT DIRECTION (I) LUMINANCE (L) 4- ft ft deg deg CD CD/SF CD/SF 1 101 29 110 74.0 982.1 0.089 0.30 2 01 29 162 64.6 620.1 0.136 0.30 3 157 29 55 79.5 1211.5 0.048 0.30 & 4 90 29 108 73.2 205.3 0.020 0.30 1 5 94 29 90 72.9 404.7 0.048 0.05 I 6 132 29 150 77.6 77.2 0.004 0.05 a Zoning of Neighboring Property Luminance (1) Single-family and two-family residential districts 0.02 (2) Multiple -family residential districts 0.05 (3) Nonresidential districts, streets 0.30 J (4) Industrial districts 0.50 a - LUMINANCE TEST POINT CALCULATIONS LCD _ 'CD (0) Tt2 d1t + Hft W'.`RR DENOTED BY SYMBOL O Luminaire Property line Candlepower in direction of eye H L_ ye Level Observer I ZONING: NON-RESIDENTIAL PUD DESIGNED: INTENSITY: < 0.2 FC LUMINANCE: < 0.14 CD/SF ORDINANCE LIMIT: INTENSITY: 3.0 FC LUMINANCE: 0.30 CD/SF r -Id T ZONING: AG (NON-RESIDENTIAL) DESIGNED: INTENSITY: < 0.2 FC LUMINANCE: < 0.05 CD/SF ORDINANCE LIMIT: INTENSITY: 0.2 FC (H); 0.5 FC (V) LUMINANCE: 0.30 CD/SF -1d ld T Id a, 0.2-0.5 FC o 0.5 - 1.0 FC 1.0 - 3.0 FC 3.0 - 7.8 FC ZONING: MEDIUM DENSITY -� RESIDENTIAL PUD t '� DESIGNED: INTENSITY: < 0.2 FC LUMINANCE: < 0.05 CD/SF ORDINANCE LIMIT: INTENSITY: 0.5 FC LUMINANCE: 0.05 CD/SF THREE NEW LUMINARIES TO BE INSTALLED LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURE / CATALOG NO. LAMP TYPE IP65 RATED LUMINIARE, TYPE 5 DISTRIBUTION DELIVERING 51,000 LUMENS MOUNTED LITHONIA LIGHTING: A2 TO 30 FT ROUND TAPERED STEEL POLE USING STAINLESS STEEL 316 ANCHOR DSX2 LED P8 40K T5 MVOLT RPA DNAXD / POLE: LEDS BOLTS. POLE IS FULLY GALVANIZED AND PAINTED FINISH DARK BRONZE. ALP #RTS 30 80 11 SSAB T20 DM28 INCLUDED TRANFORMER BASE IS INCLUDED. EXTRA HAND HOLE AT 20 FOOT. D-SERIES SIZE 2 LED LIGHT TYPE V - EQUAL AREA LIGHT DISTRIBUTION 51,000 LUMENS - 34-FT MOUNTING HEIGHT w 51,000 LUMENS Ir' HOUSESIDE SHIELD AS NECESSARY i i f i f i i f i i 30 FT f I I' 4 FT ' EXISTING LIFT STATION Zoning Case #: ZA24-0019 MOUNTING MOUNTED ON A 30 FOOT POLE WITH 17 INCH TRANSFORMER BASE ON A 36 INCH ABOVE GRADE PIER. TOTAL HEIGHT APPROX. 34 FOOT. 0 20' 40' 80' 120' (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w _T_ 0z Ofw>-0o OLL. LLz comes Z F- w>wNU� Z o a �URc�3W>OU)z CZ) � 00 W Z zw�U wzO 0 0 o gLL~cow[ U �0 LOLL U OLr) CD 0p U) F__ , W 0 �0QitU) _ w W Z O 0 07 Lu 0 II i >R W LL � J U) U)°6Z Q LU W z 2E W Q X WSW tYLU LL ~ I_ wU0 W�� WO z 0 o vL� U Z 2E Z 1.-0 z OW0 Z� ZUQ �LLI Q 0WU) EXISTING SITE PLAN - OVERVIEW JOB NO.: 19WO5146 DATE: MAY 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 i.. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-100 SHEET 1 NUMBER EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits PERMIT FEE: NO CHARGE 13SOUTHLAKE Tree Protection Permit Application PERMIT FOR TREE PROTECTION NOT FOR TREE REMOVAL Property Address: 3200 N White Chapel Blvd, Southlake, TX 76092 Property Owner: Trinity River Authority of TX Phone Number: 817.493.5173 Contractor: TBD Contractor Cell Phone: TBD E-mail: Blayne Johnson johnsonbj@trinityra.org The Tree Preservation Inspection is needed for (check all that apply): A Earth disturbance permit ❑ New commercial development ❑ New residential subdivision ❑ New commercial ❑ New residential structure/building m Installation of utilities, streets structure/building A Tree removal permit ❑ Other (please Specify) Items Required with Submittal: (Maximum plan size 11X17) Supply electronic version if larger plans Copy of the approved Tree Conservation Plan for the development or subdivision V Site specific tree conservation plan for the building site of lot to include the following: J - Tree survey imposed onto detailed site plan/plot plan showing common name of each tree and trunk diameter of all canopy trees greater than 6" inches in diameter (include and label dead trees) - Trees to be saved or removed clearly identified - Clear delineation of all protected tree stands where no construction or grading will occur - Placement of all required tree protection fencing and trunk skirting clearly shown Location of all trenching for plumbing and utilities - Clear delineation of construction related parking, storage, staging, and access areas - Required tree protection plan measures clearly noted on the plans (for commercial, subdivision and utility construction) Items provided on site for Inspection: Required tree protection fencing and trunk skirting installed on the site in accordance with the approved tree conservation plan Tree protection signage installed in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Permit Sign installed with the approved Tree Conservation Plan, Tree Preservation Specification Details and Tree Protection Signage properly posted on the site in accordance with the Tree Preservation Ordinance No. 585 and Tree Preservation Specifications for Construction Sites, as amended Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. Signature of applicant/owner: Date: ** Failure to provide complete and accurate information required above will delay the permit review process or result in permit denial** BUILDING INSPECTIONS 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8229 Fax: (817) 748-8077 www.citvofsouthiake.com Online Permitting and Inspection Scheduling - "Southlake on Demand" https:Haca.accela.com/southik/ Revised February 2015 EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits City of Southlake Tree & Brush Removal Permit Application Property Address: 3200 N White Chapel Blvd, Southlake, TX 76092 Owner Contractor Name: Trinity River Authority of TX TBD Address: 5300 S Collins St, Arlinqton, TX 76018 Phone Number: 817.493.5173 Email: Blayne Johnson johnsonbj@_trinityra.orq For New Construction: N1 Earth Disturbance Permit ❑ New commercial development ❑ New residential development ❑ New commercial pad site ❑ New residential pad site I$ Installation of utilities, streets ❑ Clear Underbrush ITEMS REQUIRED WITH SUBMITTAL: (MAXIMUM PLAN SIZE 11X17) Supply electronic version if larger plans Ni Copy of the City Council approved Tree Conservation Plan including any conditions placed on the approval which includes all the following elements: All individually protected trees All protected tree stands N/A Existing streams, drainage creeks, ponds, and other water bodies and buffers (if any) Tree survey 51 2-foot contour map of the site N1 Protected trees within the tree preservation area including tree size and type 51 Critical Root Zones of individual trees N/A ❑ Areas of encroachment into environmentally sensitive areas identified on the site Ni Detailed site plan of all proposed improvements 51 Setbacks, building lines, buffer yards St Clear delineation of the status of all protected trees after the proposed development is constructed 51 Final grading plans N/A ❑ Replanting/reforestation areas, if any 51 Required tree protection plan measures N1 Clear delineation of construction related parking, storage, staging, and access areas Unrelated to New Construction: 5f Maintenance/Construction of utility lines ❑ Diseased, hazardous, or damaged tree ❑ Selective thinning in a heavily wooded area ❑ Limited removal on AG zoned property ❑ Brush Clearing ❑ Other ITEMS REQUIRED WITH SUBMITTAL: (MAXIMUM PLAN SIZE 11X17) Supply electronic version if larger plans 9 Existing use of the property 9 A detailed written statement stating the reasons for the requested tree alteration (to be attached) 54 The amount of land to be disturbed, if any M The method and equipment to be used The dates the proposed alteration would take place A legible diagram or map (to scale) indicating any of the following that may be affected by the proposed alteration: i. Location of all existing structures, improvements, streets or rights -of -way, property lines, setback and yard requirements. ii. Location of all existing utility lines, utility service lines, and easements. iii. The common and botanical name, size and location of all trees specifically designated by number; and iv. Any other information that may assist the Administrator Signature of applicant/owner: Date: Applicant/owner acknowledgement: I certify that all the information provided above is accurate to the best of my knowledge and ability. ** Failure to provide complete and accurate information required above will delay the permit review process or result in permit denial** Staff Review Only Approved: ❑ Meets TCP ❑ Prevent vermin infestation Denied: Reviewed by: Administrator Comments: ❑ Selective thinning only ❑ Clear underbrush Permit Number ❑ Limited tree ❑ Diseased, ❑ Prevent damage ❑ Install or maintain removal on AG damaged, or to property a utility line or zoned property hazardous tree service line ❑ Other: (please specify) Date: Signature: (reason for denial) Online Permitting and Inspection Scheduling — "Southlake on Demand" https:Haca.accela.com/southlk February 2015 EXHIBIT D - Tree Protection & Tree Removal Permit and Exhibits Summary of Tree Alteration Plan Existing use of site: The existing site is used for the Denton Creek Pressure System force main and lift station which provides sanitary sewer storage and pumping for the surrounding community. Reasons for tree alteration: The purpose of this site improvement is to provide additional storage for sanitary sewer water in the case of an emergency or line break. Site improvements include the addition of a new driveway and pad for the placement of emergency storage tanks. The trees to be altered are in the vicinity of the proposed driveway and pad, and will need to be altered to make room. Area of tree coverage disturbed: 7903 sf Expected percentage of tree coverage preserved: 84.1 % (Table 2 Minimum is 60%. See tree coverage calculation summary.) Method of equipment to be used: Open excavation and trenching. Dates of proposed alteration: Construction dates pending approval and notice to proceed. Target date: Mid-2025. EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits LEGEND TREES TO BE PROTECTED: TREES TO BE ALTERED: . 0 0 0 z 05-C-101 -� r 05-X-101 05-C-102 05-C-103 05-C-201 0 05-C-301 O O a I ,o- I I I I a I a 11 J a -Id s 4 I a PL PL PL ld PROPOSED IMPROVEMENTS Qv EXISTING LIFT STATION Zoning Case #: ZA24-0019 0 20' 40' 80' 120' --- -- (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w _ ~ O z Ofw>-00 O 00wz�cf) ILL. IJ_z2cmw 0� � ~O ZO W LLJ —j — 0 Q—WcYiH0� Z C) -jw=oZ)a 5 w0�U"I�c� Z Uz Cn Cn zLu0OO� W Z wz�OU� 0 O 2FL co w o U � 0 � 0 w U O� CD°puw)��0w0 Cl) o Q it w _ w D m a_ 9 z 0 0 U) W 0 n W ILL � J U) U)°6Z Q Wz2E W Q x ��W �Lu LL O ~ wU0 W W I- z o v0L� U Z 2E Z �0 z Ow0 Z� ZtjQ � Q 0LLI �U) EXISTING SITE PLAN - OVERVIEW JOB NO.: 19WO5146 DATE: MAY 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-100 SHEET 1 NUMBER EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits M. TREE COVER CALCULATION SUMMARY r EXISTING SITE 16U 62 Sf 1 E ISTING TREE COVERAGE West Zone 22 67 s-f 05-C-101 -� South Zone 24 b 18 sf r 05-X-101 Northeast Zone 1 793 sf 05-C-102 Northeast Zone 2 1 �9 92 sf 05-C-103 Tots l Tre a Cove ra go 4E 6 40 sf 05-C-201 IVD Existing Site 2E .5 'VD 05-C-301 TREE REMOVAL P Ortio n of Vest em Pave d Area 7 �9 02 sf % Re mova 1 15.9 % °do- Pros nrvnd 84.1 °fin Table 2.0 — Existing Tree Cover Preservation Requirements Percentage of existing tree cover on the Minimum percentage of the existing tree entire site cover to be preserved* 0% — 20% 70% 20.1 40% 60% 40.1 % - 60% 50% 60.1 % - 80% 40% 80.1% - 100% 30% *The minimum percentage of existing tree cover to be preserved shall exclude any area in public rights -of -way as approved by City Council. LEGEND TREES TO BE PROTECTED: TREES TO BE ALTERED: O m 4 0 Y EXISTING LIFT STATION 0 20' 40' 80' 120' Zoning Case #: ZA24-0019 (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w _ ~ O Z Ofw>-0� O O0wz�cf) ILL. IJ_z�comw p - CQ ~O z0 �w-j —0- Z H w>wNUZ) Z 5 w0 U - > U) Z W Z wzOU� 0 O 2E co w U 0� o p(U) ww0 Cl)Q it _ LLI w �D m a_ z 0 0 U) W 0 LU Q 0 I 719 ILL � J U) U)06Z Q LU w z 2E W Q X Gw �LU LL 1--wU0 � Win W0 z o v0L� 0 Z 2E Z �-0 1-- OW0 Z�- z: U) � Q 0�U) EXISTING SITE PLAN - OVERVIEW JOB NO.: 19WO5146 DATE: MAY. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-100 SHEET 1 NUMBER LIST OF ALTERED TREES: 1 ONE (1) 6"OAK TREE 2 ONE (1) 10" OAK TREE 3 ONE (1) 12" OAK TREE 4 TWO (2) 14" OAK TREES 5 FIVE (5) 10" OAK TREES 6 THREE (3)10 MULBERRY TREES 7 ONE (1) 14,OAK TREE 8 ONE (1) 7" OAK TREE 9 TWO (2) 15" OAK TREES 10 ONE (1) 7" ELM TREE 11 ONE (1) 12,ELM TREE LEGEND TREES TO BE PROTECTED: TREES TO BE ALTERED: [A] DEMOLITION KEY NOTES DEMOLITION KEY NOTES: r; EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits Fo1 Oy /� ` 10 CEDAR / ]d �d — �d �d -Id ld Id 9 "OAK Id Ici 8" SS K A 4�t V / p ° O � Oy 9 "oA� O ° " . . TYPICAL TREE PROTECTION FENCING SEE DETAIL RRFF EE3SS"OAK 8 KDAR �K 6"CEDA K 8 "OAK-\ -10"OA *-8 OAK "CEDAR 2"CEDAR C8" EDAR 6-18„ . .// 2)14"OAK TREES / 0 0"OAK 12"OAK "OAK _ A. UPON COMPLETION OF NEW LIFT STATION REMOVE J METER AND DEMOLISH EXISTING METER VAULT, a BACKFILL TO FINISHED GRADE PER SPECIFICATIONS. B. REMOVE EXISTING FENCE TO CONNECT TO PROPOSED IMPROVEMENTS. C. REMOVE EXISTING CURB, SAWCUT AND TIE TO EXISTING PAVE TO FINISH GRADE FOR PROPOSED DRIVEWAYS. D. DEMOLISH EXISTING AWNING. E. CUT AND FILL INTERCEPTOR AFTER NEW LIFT STATION HAS BEEN INSTALLED. F. CLEAR AND GRUB EXISTING TREES. G. SEE CHANGES TO EXISTING LIFT STATION ON SHEET 10-X-101 DEMOLITION CONSTRAINTS FOR EXISTING SEWER LINES: H. CUT AND DEMO EXISTING SS LINE, WHEN THE FOLLOWING ARE SATISFIED: H. 1. PROPOSED LIFT STATION IS BUILT AND READY TO OPERATE. H.2. NORTH AND SOUTH INTERCEPTOR ARE CONNECTED TO THE PROPOSED LIFT STATION. H.3. PROPOSED LIFT STATION IS CONNECTED TO EXISTING 20" FM AND FLOW METER IS OPERATING PROPERLY FOR A MINIMUM OF 30 DAYS. 16M (3)12"OAK TREES a J a �J a TYPICAL BARK PROTECTION SEE DETAIL C�//� v��)y��10"OAK V T� C` 120 I F I �/� "UAK �K REE 12 , I� x K C- 6' 18" DIA F H I �(2)7 B I I (3)7rffA I TREES 0 INK --P °J O O L O y� - I "L / —1 L 0 Oy �► 0 0 �� / °y 4,; J4, I- _ Oy \ �� o g7 / �4,j c / Qo / �m II O c 0 3)10"MULBERRY I ;� REES . ° 0 H 20" FM 0 Oy I J O � r / /� \N\'\/ /7"ELM Oyu **.' < J 1� / x i Vz i O y / "CEDAR / 0"ELN i i no§Xase #: ZA24-0019 - - -��- -20 18 10 1'(2 .I 40' (IN FEET) OAK IVE DAR © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 ILL] w= o� z LL LL tYw>- Oo LLzZ�Umw O LL- Z 0D —zU) O w>Lu <C14 Z Lua,-u o z > z 0 ��,Lzz� &5 U �w0 O� W z z Z O U 00 2E-~co0w U U00�L� � �O»UO Q ww �m 9 z 0 o_ U U) w 0 w Q 0 W � � J co CQ°6Z Q W z W Q 2i ��W IY L x ~ W W0 WSW z o 0� ULL C) Z 2E Z 1--0 1-- OW0 Z� zUjQ �Q Q(n(n PROPOSED DEMOLITION PLAN - OVERVIEW JOB NO.- 19WO5146 DATE- MAY 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-X-101 SHEET 15 NUMBER SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 MATCH TO EXISTING EOC 7043985.30 2380135.63 2 45-6" CURB RADIUS 7043942.25 2380150.18 3 PT OF 45' RADIUS 7043957.69 2380192.98 4 PC OF 15' RADIUS 7043953.23 2380194.59 5 35'-6"' CURB RADIUS 7043941.16 2380161.26 6 PT OF 15' RADIUS 7043911.15 2380180.11 7 EOC 7043896.26 2380157.72 8 EOC 7043812.93 2380210.22 9 EOC 7043767.15 2380239.06 10 EOC 7043847.44 2380366.35 11 EOC 7043976.46 2380284.97 12 PT OF 15' RADIUS 7043970.18 2380275.10 13 15' CURB RADIUS 7043980.73 2380263.69 14 PC OF 15' RADIUS 7043975.30 2380249.70 15 PT OF 45' RADIUS 7043995.09 2380247.61 16 44'-4" CURB RADIUS 7043989.72 2380292.45 17 MATCH TO EXISTING EOC 7044032.65 2380278.59 18 MATCH TO EXISTING EOC 7044070.34 2380394.90 19 19'-4" CURB RADIUS 7044051.31 2380401.04 20 PT OF 20' RADIUS 7044059.65 2380419.21 21 PC OF 5' RADIUS 7044019.23 2380437.78 22 EOC 7043928.01 2380457.25 23 EOC 7043943.01 2380471.52 24 10' RADIUS 7043980.98 2380476.44 25 MATCH TO EXISTING EOC 7043983.95 2380487.91 26 MATCH TO EXISTING EOC 7044012.17 2380488.23 27 PT OF 39'-4" RADIUS 7044013.88 2380491.93 28 39'-4" CURB RADIUS 7044053.83 2380492.32 29 PC OF 39'-4" RADIUS 7044037.40 2380456.64 30 PT OF 20' RADIUS 7044062.64 2380444.21 31 19'-4" CURB RADIUS 7044071.01 2380462.42 32 MATCH TO EXISTING EOC 7044090.15 2380456.62 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL DIMENSIONS ARE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL SPOT ELEVATIONS AT CURBS ARE TOP OF CURB, BACK OF CURB UNLESS OTHERWISE NOTED. 3. GRADING SHALL BE AT 4:1 MAXIMUM SLOPES UNLESS OTHERWISE SHOWN OR SPECIFIED. 4. FOR ELEVATIONS NOT SPECIFICALLY CALLED OUT, REFER TO ROADWAY PROFILES AND TYPICAL SECTIONS. EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits \ \ , F 1C O Oyu -Id Id - Id ]d Id -Id Id - _ / -Id DIA' / ^ J" O 32 CO.LO to RIDGELINE .. 'O FG - 577.37 / O_ ° \ � W 7- :�` -FG - 579.70 31 / � 18 ° J ° R19,4 _ 7 S X C i . . IA / FG - 5 9.0` O ° ti /4 Ja 30 28 . �-� / 42:8 CURB - ° 1bj0j° , - 577.58 / \ SEE DETAIL J ° 29 19 20 s 99-C-504 FIG 579. y ° 5� J °. 21 TC - 580.81�� / X Y� ° °� < 0 ANK ,% \P FG - 581.42\ ,. � / h`5 FG - 576.95 RIDGELINE / ° ss FL - 575.46 ° °�/J. 1 ss ° ° % J A ° -+ 582 ° ° ° ° ° ° FG - 582.64 1Q _ ° ° a 26 ° ° ° ° ° ° ,` ° �, h ° °�FG - 575.92 J ° FG - 574.88° �� = / ° ° / af, ' . ° °°A. �/�FG - 583.09° 'St FG - 581.10 0 / FG - 575.88 LA ° a 25° ° °°'-� 16Jb A ° °° ° TIE TO � r ° ° J ° ° ' FG - 580.90 ° - ° , ° ° _ ° h °/,-FG - 573.75- =574 EXISTING `�TC - 583.50 ° • 583 pJ ° 1` FG - 582.50 FG 575.94 N- j ° a 0' 13 ° J °°�° / SEE JOINT `�' �- J ° 6 ° \ 9.5C . ° J DETAIL FG - 583.75 ° ° a I p TC - 579.50 f LIFT ° ° ° ° ° J 11� \ y� STATION _ ' °_ _ FG - 574.30 D01 ° ° ° ° FF-576.33 ° ° - - 99-C-505 24 / _ _ FG - 584.00 8 ° ,� a '`' ° ° 12 ° ° Oy TC - 579.50 _ - -_ - _ _ _ L I WT FG - 583.95 � a ° 4 4FG - 583.04- ° ° ° J .� 2 3 b /J ° J ° _ ° ° ° J _ FG - 575.42 ° FG - 574.34 A ° 4 ° ° ° ° TC 579.50 c9 FG - 575.14 ° R ° A 14 ° ° ° ° ° ° / ° FG - 574.19 .,A8,. A/ ° ° J ° ° °° , ° ° J� 5 ° ° ° ° ° ° J ° ° ° ° ° / TC - 579.50 23 SANITARY ° ° ° ° J ° ° ° ° p ss FG - 575.12 a b ° �5a �' ss / 583 ,J ° \ ° ° ° ° �, ° ° �5 ° ° y� FG - 574.86/. ` I SEWER ° ° ° ° a /J ° J Y,� J ° ° ° ° ° n ° ° 81 1 ° J / ` MANHOLE TYP /` ,J I A. °° ° °° ° ° ,° ° �J J ° ° ° ° ° 6° ° FL - 574.58 ° ° FG - 574.69 22 / FG - 583.06 ° ° �° ° ° ° ° ,'° ° J �FL - 573.82 6 ° ° ° ° ° ° h�' ° , ° ° ° -FG - 579.20 U Q / S$3� ° ° ° ° ° ° �� J ° ° ° ° R CONCRETE N 1 °° ' ° J ° p SWALE �, Aso r. 51 ° J ° / J ° ° ° dJ P FG - 582.57 ° ° ° ° CURB ° ° ° ° J ° ° ° °^°� �` SEE DETAIL / �Vo SEE DETAIL ° ° ° ° J ° ° ° ° \ ° S Q QQ O I J / I J ° ° / ° °° ° J ° ° D02 ° °� ° 'J ° °,J '' J° °° ° ° 5� ° ° °'J ° ° J 99-C-504 � �z�s� RIA ° J Cb ° J J ° ° ° A 'J A° '° ° ° ° / ° ° ° ° ' ° c J ° ' ° ° ° TRENCH DRAIN ° �$ _ ° ° iO j INSTALL SS 6" °° ° PROVIDE POSITIVE ' -1 ° FG - 579.42 ° J a ° ° ° y� / MUD VALVE olAl �J J DRAINAGE ° ° ° ° \61// ° ° ° °' SEE DETAIL ° DIA ° ° ° l ° ° D04 ° ° ° ° a ° J J ° 99-C-507 \ 1r� ° ° h ° , y , Il ^ DIA` s ° ° ° , ° - a ° , �2 ° ° ° ° ° FG - 577.20 lY ° A A / 10 U° ° e ° °4 J ° ° ° ° ° °/ J / I''fs pIA,8 � J -FG - 579.19 /. ° J qA ,J ° DIA18 \ , 'J ° ° ° ° ° ° ° CURB DRAIN ° ° `' ° / d ° ° W/ PLUG O ° a J ° ° ° ° ° ° J SEE DETAIL ° Al ° J ° ° ° ° \ 579- - 8 ° ° ' J° ° ° ° FG - 578.18 99-C-506 ° �J ° ° FG - 578.19- ° o- FG - 578.00 ° ° <0 03 - 578 - oIA18 a A FG - 578.30 / ' / a9 / / / / 0 10' 20' 40' 60' I l Zo Case #: ZA24-0019 - = = = = I -I' O "� (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu 2 H O Z OfwF-:0� p OD�zcf) IL Z Cn m Lu Z p D - 0cn wa-�0 pO CZtnoZ'wF- >zvZ) LU O No Z �LLi�O Z U) 0 0 LuZ 0�� o U UO064O� p Ow1.-Np � r Lu 0 0 Q it _ Lu Lu z O a_ w 0 U) LLI 0 L1J ~ IL � J U) U)°6Z Q Luz Lu Q X w Ir Lu ~ F wU0 W�� Iwo z 0 o vL� fl� 0 z 2E Z �0 Z Ow0 Z� � z: U) �Q � 0�(n PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY- JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET 1 NUMBER YARD PIPING COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION P03-01 7043941.08 2380403.38 569.33 24" 45° BEND P03-02 7043949.48 2380395.48 569.33 24" X 20" REDUCER 20" 450 VERTICAL P03-03 7043972.39 2380373.90 569.33 BEND 20" 45° VERTICAL P03-04 7043983.90 2380363.06 574.61 BEND P03-05 7044002.19 2380345.84 574.61 20" WYE P03-06 7044014.06 2380334.66 574.61 20 45° BEND PO4-01 7043947.51 2380397.33 569.33 24"X10" TEE PO4-03 7043942.42 2380392.15 569.33 10" 22.5° BEND PO4-04 7043939.57 2380391.00 569.33 10" 11.25° BEND PO4-05 7043858.61 2380358.17 573.00 10" 11.250 BEND PO4-06 7043857.14 2380357.57 573.00 10" 11.25° BEND PO4-07 7043855.20 2380357.14 573.00 10" 45° BEND 10"X10" TEE W/ FILL PO4-09 7043851.86 2380359.23 573.00 STATION ASSEMBLY PO4-10 7043848.54 2380361.31 573.00 10" 90° BEND 10"X10" TEE W/ FILL PO4-11 7043809.95 2380300.14 573.62 STATION ASSEMBLY 10" 900 BEND W/ FILL PO4-13 7043771.39 2380239.04 574.20 STATION ASSEMBLY 2" TEE AND 2" BALL VALVE P05-01 7044038.67 2380543.96 571.16 DOWNSTREAM ON EX. 2" W P05-02 7044038.67 2380421.95 574.50 2" 90° BEND P05-03 7044019.05 2380421.95 575.00 2" 90° BEND P05-04 7044018.85 2380412.99 575.50 2" X 2" TEE P05-05 7044019.05 2380351.95 577.00 2" 22.50 BEND P05-06 7043950.63 2380186.78 577.00 2" 22.5° BEND P05-07 7043901.95 2380148.63 577.00 2" 45° BEND P05-08 7043816.37 2380202.50 577.00 2" 90° BEND P06-01 7044006.58 2380376.12 571.50 2" 45° BEND P07-01 7044007.31 2380345.88 574.61 20" X 6" REDUCER P07-03 7044011.92 2380345.92 574.61 6" 45° BEND P07-04 7044014.06 2380348.06 574.57 6" 450 BEND P07-05 7044014.06 2380466.99 572.71 6" 45° BEND P07-06 7044040.93 2380493.86 572.17 6" 45° BEND P07-07 7044040.99 2380521.97 572.00 6" 90° BEND P08-01 7043848.22 2380364.76 572.85 8" 90° BEND P09-01 7044007.59 2380375.71 572.00 8" 450 BEND VALVE COORDINATES CENTERLINE POINT # NORTHING EASTING DESCRIPTION ELEVATION 20" PLUG VALVE V03-07 7044014.06 2380331.54 574.61 AND SOLID SLEEVE ON EX. 20" FM 10" PLUG VALVE VO4-02 7043944.45 2380394.22 569.33 VO4-02 6" PLUG VALVE VO4-08 7043851.24 2380358.25 573.00 VO4-08 6" PLUG VALVE VO4-12 7043812.17 2380298.74 574.37 VO4-10 6" PLUG VALVE VO4-14 7043773.56 2380237.67 574.20 VO4-14 6" PLUG VALVE Oy TO TREATMENT FACILITY EXHIBIT D - Tree Protection and Tree Removal Permit and Exhibits \ ABANDON THIS PIPE WHEN O�� SSMH-03-01 TO SS-MH-01-02 CONNECTION IS INSTALLED Id -1d Id Id - s FIELD VERIFY EXISTING 8" SS' p / FLOWLINE ELEVATION TO SSMH-03-01 DETERMINE SLOPE ACROSS 4' MANHOLE SABRE DR FROM SSMH-03-01 N=7044135.46 p� TO SSMH SS-1-02 E=2380432.88 C E k N REMOVE INTERNAL DROP FROM EXISTING MANHOLE AFTER FLOW HAS BEEN DIVERTED j FROM ^EXISTING - COLLECTION SYSTEM I r / SSMH-01-02 , NORTH STA. 10+61 INTERCEPTOR O�� SSMH-01-03 6' DROP MANHOLE W/ VENT MANHOLE STA. 10+25 AND CARBON CANISTER SSMH-01-01 OS�w 6 MANHOLE �� N_7044047.83 STA. 11+26 6' MANHOLE N=7044023.62 , E 2380459.52 t PIPING KEYNOTES `� ��.� - E=2380432.45 --30" SS N=7044047.83 �� = X E=2380525.16 r, �# PIPING LAYOUT COORDINATES / p INSTALL 2" 8" SS 05-C-50805-C-302 YARD HYDRANT -2" W P PL 602 4" SLEEVE 2" MAGNESIUM SSMH-02-03 gg_M-502 /� ti6 HYDROXIDE FEED / S / STA. 20+35 (PO�j 30" SS ss J - d D02 D03 6 DROP MANHOLE � (Po�� o0 99-C-509 99-C-509 N=7044007.59 'v + E=2380398.30 /--� 9 Po7 07 - (V07-02 Y (P05-04 o V PO5-01) \\\ SEE 05-X-101 FOR �/ P07-03) P05-05) �/ ( PO�3 \ DEMOLITION -� Poo) ss REMOVE 90 AND CONSTRAINTS NOTE "H" Y 10+00 I ��11+00 �� INSTALL TEE AND 0 2 BALL VALVE Q- V07-02 7044009.63 2380345.90 574.61 V07-02 J n �'DIA 18' NOTES: 1. EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS AND INFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FOR CONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORD DRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENT LINES r PRIOR TO CONSTRUCTION. 2. FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS. 3. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. PIPE INSIDE THE JUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TO NEW 30" RS LINES AFTER NEW LIFT STATION AND FORCEMAIN AND METER VAULT IN OPERATION FOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE. KEY NOTES: A. INSTALL FILL STATION ASSEMBLY. SEE DETAIL D01 99-C-506 B. PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TO DISCHARGE 2' ABOVE CROWN OF 30" PIPE. SEE DETAIL D03 99-C-509 BID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS. V7 / 2" W 4" SLEEVE 6"-18"� DIA, PO4-13 DOWNSTREAM ss ss (P07-05�-/ CONNECT TO EX. - -' v WET WELL W/ 6" SLG (FM) POSITIVE DRAINAGE / - 2" PD P07 / D03 05-C-303 INSTALL 99-C-508 SLIDING GATE a ON EX.27" o INTAKE LIFT STATION �\1 -----0 // T10-S-104 PROPOSED EASEMENT i NI I I / -10 92 05-C-302 _ O "- 'er SEE FACILITY 10 PROCESS PLANS FOR PIPING o CONTINUATION '� / -SSMH-02-02 STA. 21 +10 I 6' DROP MANHOLE N=7043933.31 E=2380398.25 I D02 � I 8" SS 05-C-508 P08 I 10+00 05-C-303 I s-o1) O / 0 / O ti / / / ning o4Case #: ZA24-0019 �. + 0,e. SOUTH INTERCEPTOR MANHOLE SSMH-02-01 STA. 22+36 6' MANHOLE N=7043933.31 E=2380525.16 FROM EXISTING COLLECTION SYSTEM 0 10, 20' 40' 60' M = = = = I (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu 2 H O Z Ofw1-:00 p QOz9Cf) IL Z (n CO Lu pDO�- Cn F-- Z w�0-�0 O Cn 0 pZ F- w>zpUD ' W u =O N 0 Z 0 � Lu [-- Z Zcn- C) C zwO�O~ W Z F- LU Z 00 LL Lu o U UO0�O� p 0Lu�rnO� o pu)C\1Lu0 CoQitD _ LLB LLI �� am z 0 0 U) LLI 0 >R W LL � J U) U)06Z Q W z W Q x ��w �Lu � ~ � wU0 W�� W� Z o v0L� 0 Z 2E Z �-0 z OW0 Z� � z:U) Q �<- 0 (/) U) PROPOSED YARD PIPING PLAN JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY: JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1.. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-301 SHEET 1 NUMBER .- SINGLE TREE 1 TREE CLUSTER HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING PROTECTIVE FENCING: Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4') high and supported at a maximum of ten -foot (10') intervals by approved methods sufficient enough to keep the fence upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site. PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior work has been completed. TYPICAL TREE PROTECTION FENCING NO SCALE D I I W W V WWWW—�i WWWWWW W W D u- u- v W V v D W D D y/ v aI �/ 7 D v W jX7j�yL D v W W W W W W W W W W W W W W W W -4,/ -4, -4, IVIVW W W W W J,-,•. °. TRENCH - 40% ROOT BULL O TUNNELING SAVES ROOTS ■ i BORING: Boring of utilities under protected trees shall be required in those circumstances where it is not possible to trench around the critical root zone of protected trees. When required, the length of the bore shall be the width of the critical root zone at a minimum and shall be a minimum depth of 48 inches. TYPICAL TREE BORING AND TUNNELING NO SCALE A. Make partial cut from beneath, at a point several inches away from the trunk. B. Make a second cut from above several inches out from the first cut, to allow the limb to fall safely. C. Complete the job with a final cut just outside the branch collar, the raised area that surrounds the branch where it joins the trunk. TYPICAL TREE PRUNING NO SCALE .......... •..: .: •...-..: _..: _..: •... •..: •......: ...: ...: •... •..: •...-..: _... _..: .: _..: . o- o- !.Sarvha"`"'�"..4!"J''rts.^.rfi^'•S?„�''�`".� t.. .. .. ....... 'Ct"+.r-.c :. ,.. .. :a.'}.'"r-.e:.o-•'•t'�....... .�rv.'i".M..'"...". yy�`� ;rye� ��w•r•�{n ..• ,.n;ry.n.r�:Mnw'.o-.ry.en'N.m .n:+gyp n,,¢: .4 •M1 '.rY N`.mi�,: r",w+: +p+:.+.'.:. t._-__ n"="C'•n. wwMn if'i_ .d.trt.�Y�aJ,^=""•" .�.,tk..t n.�y�tvN+.,tuv.+Mt.+PM�.M,' •� ••••••••• •• +�•vF+'��inu�rv.. a..rvt� .. .n.rvut..r rvr t_t..= .at rvr yu rr,.rvn n�y.ry µo-h;^"�N�ly" rvN +yry '•:r-;NR � �,yry \ i 2"X4" LUMBER ,.WIRE In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree. The intent is to protect the trunk of the tree against incidental contact by large construction equipment. TYPICAL BARK PROTECTION NO SCALE CANOPY ..................... ................... ... ................. ............................... ................................ ...... ........... ................... .... .... .... ... ... u. w. }\;r vsr,.ws, *�,ts^.`rv... ' •;nfi.^'s .rv�^^tre^�'�-^�,�^.,s'�`rvw,. e'-='�t^^c�'nt�^a ^�:: u+a 4"i"i � •m '.'ir5'f".dtt.,: ':1 ^:.•Ct;�k:tti S�`�v ,"',- bath,;'}5^Yti"i",5.'•i-rt;4X-2: ^•9. 4..'adfflr DRIP LINE DRIP LINE _ TRUNK CRITICAL ROOT ZONE 20' (CONCEPTUAL) TO 20' (CONCEPTUAL) RADIUS OUTERMOST DRIP LINE j FOR CONCENTRIC CIRCLE CRITICAL ROOT ZONE: The area of undisturbed natural soil around a tree defined by a concentric circle with a radius to the distance from the tree trunk to the outermost portion of the drip line. DRIP LINE: A vertical line run through the outermost portion of the canopy of a tree and extending to the ground. CRITICAL ROOT ZONE AREA NO SCALE The following activities are prohibited within the limits of the critical root zone of any protected tree subject to the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Material Storage: No storage or placement of materials intended for use in construction or waste materials accumulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree. 2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. p 3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. This restriction does not apply to single incident access within the critical root zone for purposes of establishing the building pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency restoration of utility service, or routine mowing operations. 5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the Administrative Official. 6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance. 7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site without prior written approval of the Administrative Official. 8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning compound within two hours of initial exposure. The following procedures shall be followed on all types of construction projects (including residential, commercial, and municipal / public domain projects). 1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the Administrative Official. 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site. 4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other similar metal, wooden material or semi -rigid vinyl tape fencing supported with a top support wire or equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height. 5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods sufficient enough to keep the fence upright and in place for the duration of the construction. 6. The owner shall cause the required fencing to be installed and maintained for the duration of the construction. 7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work, the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work. 8. The "tree protection sign" tree reservation instruction detail sheet and approved tree conservation Ian p 9 P Pp p shall be posted at each entrance to the subject property upon which one or more trees subject to the permit is situated and at an other location designated b the Administrative Official. P Y g Y 9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of any permits. Zoning Case #: ZA24-0019 NO. REVISION SOUTHLAKE BY DATE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION STANDARD CONSTRUCTION DETAILS TREE PROTECTION TREE PROTECTION DETAILS FILENAME: DATE: APRIL 2009 SD-10 TREE.DWG SHEET: SD-9 EXHIBIT E - Drainage Analysis 6-7 CA 141 <1 00 a) P, % C,\ to S88 _ 586 bD�o`g Lo 6' xX '(r CDO LO L0 tLf�o;;s (10 -X ) V -4� JD rj �J EXISTING SITE DRAINAGE \ \ \ \� l 1 ` /� / l II e ` I 1 �` ��\ �`'� ` �\ �C / �/ 'L Drainage Area Area in AC (A) Intensity (i) Runnoff Coeff. (C) Flow (Q) EX 2.31 6.99 0.30 4.84 cfs ' � \PROPOSED SITE DRAINAGE 8J � 1 � \ � � � -� ... S�� r � � --� � 1 sin•/�i �,_ � / �j�-� I / � .� 1 � 1 0.45 6.99 0.95 2.99 cfs 2 0.18 6.99 0.95 1.20 cfs 3 1.68 6.99 0.30 3.52 cfs TOTAL 7.71 cfs **NOTES** J I� \ll 7 While flows exiting the property have increased, DA-1 will service as temporary I r ) L 1 detention while mitigating flows through an onsite drainage channel, as shown by the V arrows exiting DA-1. Flows from the site will enter the creek in a similar fashion to \ existing conditions, where it will be deposited into Grapevine Lake approximately 0.5 l I mile downstream. Due to the site's proximity to the lake and the land use downstream / I of the site being limited by the existing floodplain, the increased flows are not expected I I I � to have an adverse affect on the natural function of the creek, or properties, -� downstream of the site. S0,V\ C%1! �� JIIIISi~` \ \ 1 IIIII ,\ )\ \\\ 1 /�l \ N wm(I tl � l C.00 l 0)6 0)0 11 I �// � MI)l / L, �, ��j --1 �c.'h�� F� � �, � + • � � � / p/ ✓ ` III � ��i��/ //� � —/ I f � � � / � - chT �. 5 S ON C#4 .-� 519 8 ,..,'' l .. DA �� « \ — 598 \ \ \ / 19 5(96 I J l j /%sir �-'y �58� 1 / I / \ 6 000 0 -, m �� co4� ,'0 'l0 '1`l' .l �--�4;7'- S8 00 `b� �� 00 2� w`��' rn 9 9� �9 rn r cP \ \ LJ ( l 11 r I) r 11 1 C �/ �- � l � � � / / ^,� 1 � J � ✓ � � � � ILI I/ / 1� / 1 / /t 11 ./ (V- \ 0 5 100' / , 2 6' IN F� �7e © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 of Co KORY WILKINSON ............ 135779 ° ra.�i I Digita Signed 04/18/2024 z 0 d 0 U) w 0 LU Q w� �J� Cl) 06z Q LLI W Q X W �L- wUo w�0_ W0> z 0� OD ULL " ox� Owo zz2z F- zC/)< Y�Q �Q � w>- 0U)Cf) PROPOSED GRADING PLAN JOB NO.: 19WO5146 DATE: MAR. 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING U 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-201 SHEET 1 NUMBER EXHIBIT F - Fire Lane Identification SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 NE CORNER BAKER TANKS 7043814.12 2380214.79 2 SE CORNER BAKER TANKS 7043888.72 2380333.26 NW EXTERNAL CORNER 4'-3" 3 7043999.09 2380412.83 WALL LIFT STATION SW EXTERNAL CORNER 4'-3" WALL 4 7043943.01 2380410.33 LIFT STATION 5 MATCH TO EXISTING FENCE 7044060.15 2380541.57 6 NW CORNER FENCE 7044016.81 2380330.70 7 SW CORNER FENCE 7043886.16 2380413.01 8 SE CORNER FENCE 7043924.45 2380469.93 9 MATCH TO EXISTING FENCE 7043961.28 2380479.45 10 N CORNER OF METER VAULT 7043971.67 2380381.45 11 E CORNER OF METER VAULT 7043964.39 2380388.31 12 N CORNER FENCE 7044058.26 2380464.89 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALL CORNERS UNLESS OTHERWISE NOTED. 2. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. NOTES: A. INSTALL CONCRETE PAVEMENT. SEE DETAIL D06 99-C-504 BID ALTERNATIVE: INSTALL GRAVEL PAVEMENT D04 99-C-504 BID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THE WEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENT IS INSTALLED INSTEAD OF THE CONCRETE. F00 O Off- d— id �d �d �d �d - I �d i �— REMOVE JERSEY BARRIER T AND INSTALL ss�� 0 6 � \ .a TUBULAR DOUBLE SWING I � p 8' PERMANENT PEDESTRIAN BARRIER GATE SEE DETAIL ° • • • °• . . ACCESS EASEMENT p� \ LOT 4R1, BLOCK 1 D04 a I J° a a SABRE GROUP CAMPUS 99-13-509� ADDITION 20' , g fl CABINET A SLIDE 12216 EXIST. FIRE HYDRANT P.R.T.C.T. / O 1/411 \ o O PROPOSED AccEss CARD /o FIRE LANE MARKINGS i DEPARTMENT J ° d KNOX BOX 8 y / ° n < , �1 O 5 a — ° d a 12 \c _ y INSTALL CONCRETE a X �_ x )\ !AI PAVEMENT d ° INSTALL 4' I c� SS X MAN UAL GATE SS 99 C 504 / 9 L D02 O y ° d . 99-C-506 I ti INSTALL CEDAR FENCE - INSTALL 241 SLIDING ° y� X GATE WITH OPERATOR Y� ° ° • ° d . • . , . ., • D02 � I� 0 N ° y 99-C-506 X H SS J _ / ° D03 . ° / d J ° • ° ° d w 99-C-506 ° • • � " ' PROPOSED SS o w J a d ° °• ACCESS ° J ° d ° ° ° °d 6 Q ss s r� INSTALL J ° d ° , d w SS d BOLLARD ° "° CONSTRUCT p ° y 3 TYPE D03 SIDEWALK d< J d d< d d< <, d O d - ° 99-C-504 /J - ' d ° Oyu 11 CRANE }=' ° ° ° d ° Hose lay length is d J < d ° ° \ 10 MONORAIL - Md [ ° ° J � d� - less than 300' d d ° / ° d /, d J ° 0 �rp. , ° ° ° 4J d "I- _ ° 2 o"IA18"A° ` � lkv 11 if a ° J d d ° a d Oy LIFT ° ° ° J ° PROPOSED STATION ° ° ° ° ° J FLOW METER A ° ° d J d ° a a ,� A ° INSTALL VAULT BOLLARD ° ° L J ° 1 �r �� d < J d 4`4\DIA18 ` /J ° ° ° d ° ° �` d a a J ° ,J ° d < d <J 05-S-101 D03 d d < J d d < / < d < J < d \ 4 99-C-504 a � d d / J < < J 20' < ° J ° ° ° �`�` 1/'V� �J m . . 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F-5713 w _� OZ Of ofwf-00 O 0C) zvi Ilz(nmw o0— cn Z w�0— Z0 O QLu< ' � W of O N of Z Of 2i 31 LuI-0 Z W z Cn CO zw��0~ wzt:p0� 0 O g�:OE,0w U �o_ONLL CD O LLJ o Cq�N�w0 �0Q�? _13� ww F_D �m z O o_ 0 w 0 n wLL co C' Q J W Z wz2 w Q X w � L— Lu W0 w0�0_ z o 0� ULL " z2z O� _ OwO zF- w zC/)< IYD W w>-F- F-Q 0CnCn PROPOSED SITE PLAN- OVERVIEW JOB NO.: 19WO5146 DATE: JUNE 2024 DESIGNED BY: JAP DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 1,l IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-102 SHEET 1 NUMBER SURVEY CONTROL POINT # NORTHING EASTING ELEVATION 1 7044017.12 2380261.80 582.02 2 7044114.47 2380510.99 574.04 3 7044020.66 2380526.21 576.17 GEOTECHNICAL BORES BORE ID BORE DEPTH NORTHING EASTING B-16 60.0' 7043926.34 2380419.83 B-17 60.0' 7043932.15 2380464.82 B-18 60.0' 7044062.36 2380460.93 B-19 60.0' 7044086.26 2380506.89 TEST HOLE DATA BORE ID BORE DEPTH NORTHING EASTING TH-1 5.8' 7044014.04 2380268.64 TH-2 6.5' 7044014.10 2380343.00 SURVEY NOTES: DESCRIPTION 5/8"IR W/CAP STAMPED "REFERENCE POINT" MAG-NAIL IN ASPHALT X IN CONCRETE 1. CONTROL IS BASED ON NAD83 (2011) USING TEXAS STATE PLANES, NORTH CENTRAL ZONE, AND ELEVATIONS ARE BASED ON NAVD88. DATE RECEIVED: APRIL, 12, 2021 2. GEOTECHNICAL BORINGS WERE COMPLETED ON 2022-12-07 BY KLEINFELDER. 3. TEST HOLE DATA DONE ON 2023-03-29 BY THE RIOS GROUP. EASEMENT AND RIGHT-OF-WAY / OWNER: / USACE TRINITY RIVER AUTHORITY OF TEXAS / No. D212153806 O.P.R.T.C.T. / JULY 27, 2012 i - / '\ Id I d-�Id Id Id PARCEL 21 FURTHER DESCRIBED IN j 8" SS VOLUME 13679, PAGE 125 I / D.R.T.C.T.� / / 2 fl / . LO .. a �LA0 O00 _ 20 0 � / / W Lo B-19 50' EMERGENCY ACCESS, a N UTILITY & DRAINAGE EASEMENT EXISTING CABINET A, SLIDE 7212 27" PVC SS x� P.R.T.C.T. / 6"-,8 �� 6„�18.. DIA I I .C. DIA a ° ° O - 12�� / 613-18 01 EXISTING 20" FM -0 JAN K OWNER: 3° a TRINITY RIVER h�a.-o AUTHORITY OF TEXAS . TH-1 20 FM-iL�TH-2-N - a a ° "t�`b ° �. ° , O ono EXISTING MAIN j' KIRKWOOD LIFT CID O ,��'I STATION 6.. 1 EASEMENT AND RIGHT-OF-WAY - I EXISTING a z DIA TRINITY RIVER AUTHORITY OF / \ I / / / / ELECTRICAL O I I 1. TEXAS 0y / LOT 3 BLOCK 1 BUILDING TEXAS WHEELHOUSE, LLC. c� No. D212153806 O CABINET A, SLIDE 7214 / - � O.P.R.T.C.T. M.R.T.C.T. JULY 27, 2012 A PARCEL 19 DI FURTHER DESCRIBED IN � / / VOLUME 1 / / / / '/� CITY OF SOUTHLAKE 3679, PAGE 126 / / i� 20'UTILITY D.R.T.C.T. 0 / / /� i Y / - - / 20- / EASEMENT / 0 B-17� / VOL 13218, PG 339 y / i D.R.T.C.T. \$A DIA 1% OVERFLOW EASEMENT GO�c��G/ / o�_`'�/ OWNER. �S 61A18 ' 1 TRACT NO. C-2560 `GJ,��P`,�P / / om �_" EXISTING 5l�/cn CITY OF SOUTHLAKE 83VOLUME 4558, PAGE 505 �C.�,`��G / ��"�so nL 27" PVC SS N / � � I CABINET A,SLIDE SHOWN IN I � 212 P.R.T.C.T. / Q� RIA I I / 0cb ti 0 `� I I / / �6 AA DIA ,. EASEMENT: / / Oy ^ lY >581\ I TEXAS POWER & LIGHT COMPANY ,( �` / IA / /- I / VOLUME 8078, PAGE 2033 AZ v/ �// � I D.R.T.C.T. 6DIA18 I CALLED 4.621 ACRES ,;4�580 J JAN UARY 30, 1985 h� / DIA18 \ TRACT NO. 2 J✓ / O ` h0 579- DIA 18� �J �6"-1 DIA8" .......... � -578-- J a 1 0 DIA ArV (�^ p) \ . Al / 0 10, 20' 40' 60' 56�J (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w w= 0 I- z L1_ �-- 0 Of Of 00w0o 0 ILL Z z LLJ LL.Z � U'z� w cn� O 0 O aww �� H Z � w�UN�a C� U)-2wz� Cn I-w0 0� W Z wZ>- OU� 0 ��0 0 2-w o U U0r)L0 p(U) ww0 cl)°Qit ww z 0 0 U) w 0 w Q 0 W � � J w Cn °6 Z Lu Q W z W 2i W ILLYWO LU w 0 >� vLL Z 2i Z �0 0W0 z� zU)Q 0 vJ vJ EXISTING SITE PLAN - SURVEY OVERVIEW JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 i.. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-101 SHEET 1 4 NUMBER SITE WORK POINTS POINT # DESCRIPTION NORTHING EASTING 1 NE CORNER BAKER TANKS 7043814.12 2380214.79 2 SE CORNER BAKER TANKS 7043888.72 2380333.26 NW EXTERNAL CORNER 4'-3" 3 7043999.09 2380412.83 WALL LIFT STATION SW EXTERNAL CORNER 4'-3" WALL 4 7043943.01 2380410.33 LIFT STATION 5 MATCH TO EXISTING FENCE 7044060.15 2380541.57 6 NW CORNER FENCE 7044016.81 2380330.70 7 SW CORNER FENCE 7043886.16 2380413.01 8 SE CORNER FENCE 7043924.45 2380469.93 9 MATCH TO EXISTING FENCE 7043961.28 2380479.45 10 N CORNER OF METER VAULT 7043971.67 2380381.45 11 E CORNER OF METER VAULT 7043964.39 2380388.31 12 N CORNER FENCE 7044058.26 2380464.89 (i) SITE LAYOUT COORDINATES NOTES: 1. ALL SITE LAYOUT COORDINATES ARE EXTERIOR WALL CORNERS UNLESS OTHERWISE NOTED. 2. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. NOTES: A. INSTALL CONCRETE PAVEMENT. SEE DETAIL D06 99-C-504 BID ALTERNATIVE: INSTALL GRAVEL PAVEMENT D04 99-C-504 BID ALTERNATIVE: DO NOT INSTALL CURB AND FLUME ON THE WEST SIDE OF THE ONCOR EASEMENT IF GRAVEL PAVEMENT IS INSTALLED INSTEAD OF THE CONCRETE. FDD Oy Id Id Id Id -Id -Id Id -Id i DIAL O , o 0 % PROPOSED ACCESS CARD READER d%° _ 8 v X 6D' IA18„ 618.. v cj DIA ° ° ° d 12 INSTALL CONCRETE ° PL X OR :. 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I � O � -18' ° a 'J ,a FLUME ° , ° ° / °0 6° ° D03 'y --► ^ DI'- A a° ° d d ° ' ; ° d �•��(('�� ,J 99-C-504 d ° -� ° V' 0 ° d °J ° ° ° d / ° d d d ° ° J ° d ,-� ° ° d / / J d ° J ° ° ° vd /J ° d ° d ° d , J / d J ° ° , d J d °d / DIA � ° d ° a J ° d _0 ° ,-1 d d° d O / —J J ° ° d N ° / C d ° °° d ...................... —..— FRAC TANKS d J �0 N ° d ° ° ° BY OTHERS ° d ° INSTALL 1 BOLLARD DIA d d 4 TYP. � d / d d /J D03 O _ ° 99-C-504 99-C 504 ° F RAC TANKS \, INSTALL BY OTHERS J A BOLLARD i \ a TYP. 0 10' 20' 40' 60' ,i °tip ----- I + �� \ (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. 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DRAWING NUMBER 05-C-102 SHEET 1 NUMBER YARD PIPING COORDINATES �O ABANDON THIS PIPE WHEN \H�XA'S EMOVE INTERNAL DROP FROM �- SSMH-03-01 TO SS-MH-01-02 STING MANHOLE AFTER FLOW POINT # NORTHING EASTING CENTERLINE DESCRIPTION ELEVATION O CONNECTION IS INSTALLED BEEN DIVERTED ld ld ��- id ld ld - �'ld- P03-01 7043941.08 2380403.38 569.33 24" 45' BEND \ - P03-02 7043949.48 2380395.48 569.33 24" X 20" REDUCER TO TREATMENT - / 8" SS _ f�. --- P03-03 7043972.39 2380373.90 569.33 20" 45' VERTICAL FACILITY - BEND O SSMH-03-01 FROM E�EISTING 20° 45° VERTICAL y � 4' MANHOLE COLLECTION SYSTEM P03-04 7043983.90 2380363.06 574.61 BEND � N=7044135.46 j / I E=2380432.88, G _ 20" WYE CUT -IN P03-05 7044014.06 2380334.66 574.61 AND SOLID SLEEVES �. ON EXIST. 20" FM 16" STEEL CASING o_ SSMH-01-02 ; NORTH PO4-01 7043947.51 2380397.33 569.33 24"X10" TEE BOTOC STA. 10+61 } INTERCEPTOR PO4-03 7043942.42 2380392.15 569.33 10" 22.5° BEND 06' DROP MANHOLE W/ VENT MANHOLE � " D01 AND CARBON CANISTER 99-C-508 SSMH-01-01 PO4-04 7043939.57 2380391.00 569.33 10" 11.25° BEND O W N=7044047.83 STA. 11 +26 PO4-05 7043858.61 2380358.17 574.20 10" 11.25' BEND \ / / / E=2380459.52 6' MANHOLE PIPING KEYNOTES �� --30" SS�N=7044047.83 PO4-06 7043857.14 2380357.57 574.20 10" 11.25' BEND /�' X ✓ E-2380525.16 P01 _ PO4-07 7043855.20 2380357.14 ' DlA� 574.20 10" 45' BEND / 8" SS D04 30 O# PIPING LAYOUT COORDINATES / - O INSTALL 2 ,� 05-C-508 ' 05-C-302 STATION PO4-09 7043851.86 2380359.23 574.20 1TATIO TEEN ASSEMBLY FILLPIPING / YARD HYDRANT 2" W PL _ � 4" SLEEVE 2" MAGN SIUM PO4-10 7043848.54 2380361.31 574.20 10" 90° BEND /� � gFL��FZ /SSMH-02 03 p02 99-M-502 /\ 30" SS _ HYDROXIDE FEED 10"X10" TEE W/ FILL / / STA. 20+35 \/ 48 STEEL ss C ss D02 D03 S ( P05-02 PO4-11 7043809.95 2380300.14 574.20 STATION ASSEMBLY \ J / 6 DROP MANHOLE CASING c ( P07-04 �� 99-C-509 99-C-509 N=7044007.59 \--/ 10" 90' BEND W/ FILL T T \ - PO4-13 7043771.39 2380239.04 574.20 STATION ASSEMBLY ( VO��>--- E=2380398.30 /--\ - - /--\ /\ /-\ SSMH 01 03 (P07-01 �\ (P05-04 (p05-03 (P07-05 - P05-01 2" TEE AND 2" BALL SEE 05-X-101 FOR 10+00 \_/ (P05-05 \--/ �/ STA. 10+25 �� L-SANK DEMOLITION VALVEI_ P05-01 7044038.67 2380543.96 571.16 / (P03-05 DOWNSTREAM ON ss 6' MANHOLE REMOVE 90 AND ��r EX. w '' CONSTRAINTS NOTE "H" Y �/ 11+00 N=7044023.62 INSTALL TEE AND 20" FM ` I E=2380432.45 11+60 2" BALL VALVE P05-02 7044038.67 2380421.95 574.50 2" 90' BEND \ (V03-06 _--( P09-01� \ - DOWNSTREAM �\ 8" SS (FM) \__/ ss i ss ( P07-03 P05-03 7044019.05 2380421.95 575.00 2 90 BEND O � � CONNECT TO EX. P05-04 7044018.85 2380412.99 575.50 2" X 2" TEE y� ° , 6" SLG (FM) WET WELL W/ P05-05 7044019.05 2380367.34 577.00 2" 22.5° BEND Oy 20" SS (FM) POv� - 2" PD P07 POSITIVE DRAINAGE � P05-06 7043942.11 2380180.10 577.00 2" 22.5° BEND P03 D03 L. o05-C-303 INSTALL 05-C-302 99-C-508 SLIDING GATE P05-07 7043901.95 2380148.63 577.00 2" 45' BEND � / �`..-,��$„\ � 60' SURGE VALVE VAULT \ ON EX.27 P05 08 7043816.37 2380202.50 577.00 2„ 90° 6 BEND DIA AND CLEANOUT /� LIFT INTAKE ( P06-01 7044006.58 2380376.12 571.50 2" 45' BEND 2" W P03-04 04 STATION _ _ _ _ _ _ / 4" SLEEVE 99-C-509 �\ PO4-01� / / 10-S-104 P07-01 7044014.06 2380344.03 574.61 20" X 6" REDUCER (P03-03 _ P07-03 7044014.06 2380466.99 572.71 6" 45' BENDG A�' }�J1r�-� �\ P03-01/A P07-04 7044040.93 2380493.86 572.33 6" 45° BEND "-18" (P03-02 El PROPOSED / ` DIA METER VAULT \ EASEMENT P07-05 7044040.99 2380521.97 572.00 6" 90' BEND / P08-01 7043848.22 2380364.76 573.25 8' 90 BEND A8j I \ 05-S-101 (VO4-02 / SOUTH �\ ) /\--/-\ s A o / P09-01 7044007.59 2380375.71 572.00 8 45 P05-06 BEND O INTERCEPTOR .yam (PO�3 - N ss MANHOLE VALVE COORDINATES30" SS ( PO4-04 r _ SSMH-02-01 CENTERLINE\1, ! -10+92 P02 0 STA. 22+36 ELEVATION POINT # NORTHING EASTING DESCRIPTION (Po5-o7 -18 / \ 05-C-302 6' MANHOLE \\=Q�= V03-06 7044014.06 2380331.54 574.61 20" PLUG VALVE ON � O �, SEE FACILITIY 10 �� c, � � N=7043933.31 EX. 20 FM PROCESS PLANS �_ - E=2380525.16 10" PLUG VALVE 10" SS (FM) \ FOR PIPING o /c' N VO4-02 7043944.45 2380394.22 569.33 VO4-02 PO4 CONTINUATION '� / o 6" PLUG VALVE r _'S: o / VO4-08 7043851.24 2380358.25 574.20 05-C-303 -SSMH-02-02 VO4-08 - 2" W STA. 21 +10 VO4-12 7043812.17 2380298.74 574.37 6" PLUG VALVE �\ 6' DROP MANHOLE I VO4-10 (PO� N=7043933.31 II 6" PLUG VALVE o,- (PO4-06 E=2380398.25 c VO4-14 7043773.56 2380237.67 574.20 VO4-14 �/ I ` PO4-07 w D02 I V07-02 7044014.06 2380348.44 574.61 6" PLUG VALVE � 8" SS 05-C-508 V07-02IQNP08 I P04-09 I NOTES: y 05-C-303 -- INSTALL 2" (VO4-08 10+00 I 1. EXISTING PIPING IS SHOWN BASED ON AVAILABLE RECORD DRAWINGS AND YARD HYDRANT �'L /--\ INFORMATION PROVIDED TO THE ENGINEER. PIPING ELEVATIONS ARE FOR "�� P08-01� Oy ail FROM EXISTING CONTRACTORS BENEFIT. CONTRACTOR SHALL REVIEW EXISTING RECORD D05 / �` COLLECTION SYSTEM DRAWINGS AND FIELD VERIFY LOCATIONS AND DEPTHS OF ALL PERTINENT 99-C-506 LINES PRIOR TO CONSTRUCTION. (Po�0 2. FOR ELECTRICAL DUCT BANK INFORMATION SEE ELECTRICAL DRAWINGS. (P0\ 90 0 ° ° 3. NORTH INTERCEPTOR JUNCTION BOX AND SOUTH INTERCEPTOR JUNCTION BOX ° 2� \� Oy / ARE DOGHOUSE STYLE CAST -IN -PLACE CONCRETE STRUCTURES. PIPE INSIDE cS� A / THE JUNCTION BOX WILL REMAIN INTACT AND ONLY BE CUT FOR FLOWS TO NEW 30" RS LINES AFTER NEW LIFT STATION AND FORCEMAIN AND METER 6pA18" � I VAULT IN OPERATION FOR A MINIMUM OF 30 DAYS WITHOUT AN ISSUE. CPO4-1 KEY NOTES: / Oy cL TI 6 -18' �al o�A / A. INSTALL FILL STATION ASSEMBLY. SEE DETAIL O v0y 99-C-506 �Y° B. PENETRATION ON MANHOLE WITH INTERNAL DROP CONNECTION TO DA18" A DISCHARGE 2' ABOVE CROWN OF 30" PIPE. SEE DETAIL D03 l` 99-C-509 BID ALTERNATIVE: REMOVE 10" FRAC TANK FM AND 2 OF THE 4 FILLING STATIONS. / 0 = - =o'- -20' 40' 60' (IN FEET) © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 Lu LU 2 C� 2 H z 121�Lu>00 0 LLZzLu zmw LL.Z -z� p u)LuLu J�O° -LLJ r�� O U _jw=oz)a LU Of N 0 C � 00 � - OfLLIwiZH Cn I-Lu0 0� Lu Z zZ>-OU� 0 0 2E-F-- o U LLI U00�Oa- O� �O�NLUO a- awD am d- z O U U) W 0 w Q 0 w LLJ LL J w cQ 06 Z Q LU Z 2i W 2 > F Lu 0 o� ILL LU LJJ 0 LU >0 UL- Z 2i Z �0 0w0 Z Z U) Q �Q 0Cn(n PROPOSED YARD PIPING PLAN JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY- MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING p 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-C-301 SHEET 1 NUMBER BOLLARD TYP. MUST BE OFFSET FROM FILL STATION PIPE BY >1' ON EACH SIDE D32 0000-009 6" QUICK CONNECT 6" MANUAL PLUG VALVE 0 10"X 6" REDUCER l a PIPE SUPPORT D22 0529-001 as ° e `d 6" X 6" CONCRETE PAD- 4" THICK rm_,-� FILL STATION ASSEMBLY 99-C-506 SCALE: NONE END PANEL -- STRETCHER BAR 1 /4"x 3/4 x (H-1 ") m x x CONTRACTOR SHALL MATCH EXISTING ELECTRONIC GATE SIGN ON SITE. SIGN SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. SUPPORT - 2" O.D. x x x x II II x x II II ,l ,l Il ,l x N x I J i / - -7 C - VEHICLE SHALL WAIT FOR GATE /�- TO CLOSE / ---- d e d. CONCRETE DECORATIVE ENCASEMENT — WOOD FOOTING d TO MATCH PROPOSED GATE POST CEDAR FENCE 4" OD ("D03 SLIDING GATE 99-C-506 SCALE: NONE CAST IRON ROUND CAPS (TYP.) —4" SQUARE TUBE POST-11 GAUGE (TYP.) 1-1/2" SQUARE RAILS-14 GAUGE (TYP.) 8'_0„ n --CAST IRON ROUND CAPS (TYP.) —1-1/2" SQUARE RAILS-14 1-STRAND GAUGE © 2024 GARVER, LLC BARB WIRE H (TYP.) THIS DOCUMENT, ALONG WITH THE _ 3/4" SQUARE IDEAS AND DESIGNS CONVEYED X Il X X II II II X II II (MIN. 4 PT) X II X II II X II II 4 II X X I: X II II X X X II X X II x TUBE PICKETS INSTRUMENTS OF PROFESSIONALHEREIN, SHALL BE CONSIDERED 14 GAUGE SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, o TYP,F 3/4" SQUARE TYP F REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH ----- ----� TUBE PICKETS �j--- _ �yj--T—[—j-1-_[�j—�j1—j�--pT—j[—jj—T—[�—j —j—[—i�—T��T—j�j—�1 THE DEASAND DESIGN CONTAINED ® ® ® ® ®® FT MT 14 GAUGE TM FT MT - 1llLL Ili�ll IIIWIII IIWIII Ili�ll I IIWIII JJI�l1 IIIAII III�II III�III IIIWIII Ili�ll IIIWIII 'y11 9w I IIIVIIII III�111 III�III IIIVIII� JJllgl1 HEREIN, IS PROHIBITED UNLESS T _ AUTHORIZED IN WRITING BY 1 f GARVER, LLC OR EXPLICITLY ° ALLOWED LPROFESSIONAL INTHE SERVICES 2" SQUARE TUBE - I GALVANIZED OR SS 14 GAUGE �� III 1 I I I ' I AGREEMENT FOR THIS WORK. �' FASTENER TYP. PER �,'� , REGISTRATION NO. 04 I. I. WROUGHT IRON �.I� GATE MANUFACTURER d ► ''�i �'� d ► , I �'` '► �' I �'II I, I �, �. F-5713 bo r, r II II r, II r r r 2" SQUARE TUBE - I - - 1--.L _�. _ ..�._ _1 _ __�1 _' �, 2" SQUARE TUBE - 14 w = 14 GAUGE - I� - -� - - -� ) --� - ' -,_�� GAUGE WROUGHT z iWROUGHT IRON I IRON w O o 1 "X 6"X 6" CEDAR �!I 'I ',I y it I ;I �� 2„SQUARE TUBE - p OZwzmw I� PICKET (TYP.) cn 14 GAUGE Z z �I I I i it it — I *� :� �� *� ;� �� WROUGHT IRON p F— Q w w 1 2 SQUARE TUBE - I I , N I - -- -- -- ! --- - ! -- I' - �' - - I -I 1 I _. _.�� _. - I LATCH/ LOCK DEVICE Z w > Q N U �14 GAUGE _ _.�� _. _ _.1 _ �� ._. �._ _. � _. U w = o Z) a WROUGHT IRONS T ��L`1-1/2" 1 X6X6 CEDAR Z ��gw�z N T ___ _ �___ _i _- ., .. r' .� .°V PICKET (TYP.) — — ,L L� z �� C�SQUARE RAILS- , .. ,� i.'. 'o _ °.o .. -.. .: %= . �' . > > � z z F O z I Rb, 14 GAUGE I I N 2" SQUARE TUBE - L1J w z_ O O 2LL- o (TYP.) WROUGHT IRON I �... LATCH 14 GAUGE U Z) O 0 w ROD U O �, � I CONC. MOW STRIP i i 2" SQUAREJ WROUGHT IRON rn O w m � rn p0E-,w0 2' WIDE X 4" THICK —DISCONTINUE —2" SQUARE TUBE 1-1/2" SQUARE RAILS- v� 0 *� .a I I RAILS-14 `° I I CONCCRETE MOW STRIP I I GAUGE O_ Q LLi D i r + r MOW STRIP 11 GAUGE (TYP.) 14 GAUGE •.I E , o W/ 6 X 6 W1.4 WWF `.I E (TYP.) AT EDGE OF TYP.) WROUGHT ~ D a m CENTERED IN CONCRETE I I WROUGHT CONCRETE DRIVE IRON 3000 PSI IRON I I ' --� CONCRETE (TYP.) J • '' >. '' GATE TO BE CENTERED ON NEW DRIVEWAY 00 (VIEW FROM INSIDE) tI (VIEW FROM INSIDE THE LIFT STATION) -- 2" SQUARE TUBE POST-11 GAUGE (TYP.) —1-1/2" SQUARE RAILS-14 GAUGE (TYP.) 81-0,10'-0" —1- STRAND BARB WIRE (MIN. 4 PT) (-Do2 8' CEDAR FENCE AND GATE 0 99-C-506 SCALE: NONE U U) W n W F- Q 0 w LL � J U) U) °6 Z Lu Q L z Lu w �of Lu0 LL LU w 0 LU >_ Z2iZ 1_ 0 0 w 0 z� zU)Q �Q oU)U) CIVIL DETAILS VI JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: IDC CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 1.. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 99-C-506 SHEET 80 NUMBER �j T/BEAM EL. 595.75 FINAL MAX GRADE EL. 576.00 1 T/FTG EL. 570.00 UNDISTURBED SOIL ENGINEERED SHORING I L J O N I L J 5 TON CAPACITY MONORAIL HOIST N O KEYNOTES: DENOTED BY SYMBOL O 2 EXTENT OF EXCAVATION INDICATED FOR BIDDING PURPOSES ONLY. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF THE EXCAVATION. 3 BACKFILL WITH CLSM (FLOWABLE FILL) AFTER LEAKAGE TEST HAS BEEN COMPLETED. POUR IN 3 LIFTS UP TO TOP OF SHALE BEDROCK WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALSO, POUR IN 3 LIFTS TO BOTTOM OF VALVE VAULT SLAB WITH NO LIFT BEING MORE THAN 8'-0" HIGH. ALLOW 3 DAYS OF CURE TIME BETWEEN EACH LIFT. 4 FLEXIBLE BASE COURSE. 5 4" CONCRETE MUD SLAB ON EXPOSED BEDROCK. 6 ASSUMED DEPTH OF BEDROCK FOR DESIGN. CONFIRM WITH ENGINEER IF ACTUAL DEPTH IS DIFFERENT. 7 SHOTCRETE. 8 NONWOVEN GEOTEXTILE FABRIC. FINAL MAX GRADE SEE DRAWING 05-C-103 FOR EXCAVATION LIMITS / EL. 575.87 5 a SHALE BEDROCK - SHALE BEDROCK 3i a a III III EL. 529 50L TOS SUGGESTED EXCAVATION AND SHORING SECTION 10-X-101 110-X-302 SCALE: 1/4" = 1'-0" CD N r © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 wry �w000 10� �Z�~z O ILL 0 0 (.f) w �O Lu zU)mo Qww�za z U ��L>u"T0Z) w2oUa z �wLLN0z CO ~000�z W z wLL��z� Q 0 �00�� o U �w0(D w 0-1 pp�ti0a � ClaZ)cow Q�O Z)w4tw =a=wcn �aZ) I z O a ry U U) Lu 0 n n w ry L W L~L J Cn Z_ W x � Q W a_ 2 Lu YWO W O W 0� W > O� UL— Z 2i Z �O OLO z� w�Q �Q 0U)cl) PROPOSED EXCAVATION SECTION II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: FSR CHECKED BY: SJC BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-X-302 SHEET 36 NUMBER 08 08 14 EL. 577.66 ; TOS EL.576.33 EL. 575.14 1 BURIED VALVE 32 BOX OPERATOR SEE DETAIL 99-M-502 �� WALL PENETRATION \ (TYP OF 5). SEE DETAIL 01 99-M-503 36 6" COMBINATION VALVE (TYP OF 4). SEE DETAIL 01 99-M-504 7\-- WALL PENETRATION SEAL (TYP OF 5). SEE DETAIL 02 99-M-504 27 16 17 18) K 27 v r fmm EL. 569.33 4" SS 0 0 VALVE VAULT TOS EL. 566.33 (L EL. 563.77 ADJUSTABLE PIPE SUPPORT (TYP OF 8). SEE DETAIL 03 99-M-501 WET WELL TOS EL. 529.50 3" PD 35 5 TON CAPACITY MONORAIL HOIST 19 \ 2'- 1 3/4"C 21 ► 14" SS \ 6" P D m 36" X 72" A HATCH (Tl SEE DETAI 316 SS GUIDE RAIL I IuHI 29 WALL PENETRATION. SEE DETAIL 02 99-M-504 26 EMERGENCY HIGH LEVEL - LSHH EL. 560.00 WALL MOUNTED VERTICAL PIPE SUPPORT (TYP OF 8). SEE DETAIL 01 99-M-501 26 U) U) MONORAIL SUPPORT MOTORIZED OPERATOR (TYP OF 2). SEE DETAIL D03 99-M-506 MANUAL OPERATOR (TYP OF 2). SEE DETAIL D03 99-M-506 12" GOOSENECK VENT WITH GRAVITY DAMPER (TYP OF 3). SEE DETAIL 02 99-M-506 STEM GUIDES LOCATION AND SPACING PER MANUFACTURER STEM GUIDE (TYP OF 6). SEE DETAIL 04 7// 99-M-502 j� 1 BAFFLE WALL RE: STRUCTURAL ALL PUMPS ON - LSH - SUBMERSIBLE 01 EL. 539.50 PUMP (TYP OF 4). - - PUMP 2 ON SEE NOTE 1 EL. 537.63 F_� K� TARGET SETPOINT / PUMP 1 ON / PUMP 2 & 3 OFF EL. 533.81 EL.532.00 ----- --------- EL. 535.75 PUMP 1 OFF - LSL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL.533.88 ALL PUMPS OFF - LSLL 20 ---- - -- �----- - - - - e�® o GROUT 1:1 JGROUT 1 0 ° DISCHARGE ELBOW BY SLOPE PUMP MANUFACTURER rl_-� PROCESS SECTION 2 10-P-101 1 10-P-302 SCALE: 1 /4" = 1'-0" 36" X 36" SLIDE GATE (TYP OF 3). SEE DETAIL D02 99-M-505 KEYNOTES: DENOTED BY SYMBOL O 01 36" X 36" MANUALLY OPERATED SLIDE GATE 02 30" DI WALL PIPE (PE x PE) 03 27" LENGTH AS REQ'D SPOOL (PE x PE) 04 24" DI LENGTH AS REQ'D SPOOL (PE x PE) 05 24" x 24" x 14" REDUCING TEE (MJ x MJ x MJ) 07 24" MJ CAP 08 24" ISOLATION GATE VALVE (FLG x FLG) 09 24" GATE VALVE NUT OPERATED (MJ x MJ) 10 24" 90° BEND (MJ x MJ) 11 24" TEE (FLG x FLG x FLG) 12 24" TEE (MJ x MJ x MJ) 13 24" WYE (MJ x MJ) 14 24" 90° BEND (FLG x FLG) 15 24" 45 BEND (FLG x FLG) 16 14" PLUG VALVE - V406 (TYP OF 4) 17 14" FLANGED DISMANTLING JOINT 18 14" SWING CHECK VALVE - V605 (TYP OF 4) 19 14" DI WALL PIPE (FLG x FLG) 20 14" x 8" ECCENTRIC REDUCER (FLG x FLG) 21 14" 90' BEND (FLG x FLG) 22 14" BLIND FLANGE 23 14" x 14" x 4" REDUCING TEE (FLG x FLG x FLG) 24 14" DI LENGTH AS REQ'D SPOOL (FLG x PE) 25 14" DI LENGTH AS REQ'D SPOOL (PE x PE) 26 14" DI LENGTH AS REQ'D SPOOL (FLG x FLG) 27 14" FLANGE COUPLING ADAPTER 28 8" CONNECTION SUBMERSIBLE PUMP 29 6" FLAP VALVE V650 30 4" PVC DRAIN PIPE 31 3" PVC DRAIN PIPE 32 3" BALL VALVE NUT OPERATED 33 2" DI WELDED STUB (PE X PE) 34 2" MANUAL BALL VALVE (TYP OF 4) 35 PRESSURE GAUGE AND SWITCH W/ANNULAR SEAL 36 PIG CLOSURE / ACCESS DOOR 37 NON -INTRUSIVE PIG SIGNALER FROM COLLECTION SYSTEM 30" SS s NORTH & SOUTH INTAKE INVERT EL. 539.65 WALL PENETRATION (TYP OF 2). SEE DETAIL 01 99-M-503 NOTES: 1. BID ALTERNATIVE TO REMOVE NEW PUMP NO. 2. THE ASSOCIATED GUIDE RAILS, PIPING, VALVES, FITTINGS, AND PUMP VFD WILL REMAIN INSTALLED. 2. BID ALTERNATIVE TO REMOVE MANUAL SLIDE GATES AND WALLS. © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w Go�w�00 10� �0z� O ~z ILL o o LL Z 0z0w � wwQcnmcn Ow~�Z pO U J o'F0�Ua- LN I_ U) LU z � � �_ U) Zz~Iwi�� W z wLLQzz— O 20O O2E 0 w = 0 U o U OOQ�-a- O cy)cy) =NO —0 w �a~wCQ z O a - Of U U) w 0 w Q 0 w Of �i W J Cn Z_ W x � Q W a_ 2 Lu > YWO w0 win > 0�0� UL— Z 2i Z �O 0Lu z � W U)Q � Q 0 Cn 07 LIFT STATION SECTION II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: FSR CHECKED BY: JCC BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-302 SHEET �� NUMBER soul SYSZ FROG COLLECTIOI 30" %<: COLI © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 LU rre CO�QF00 �z��z O °��o❑�, LL z ❑az❑w O wwQcnmcn cn>z— O OZ U w�p~O� wLL —� a z Of �C� U� z�LU (n z--LL F- LU z LUILOz— p O 20ozo2 Dw Lu 0-)OOQ�Oa ❑ 0) ILL �Of_T-❑ —D *w T-a~wU) a 91 z O a ry U U) w w H Q w ry bi L LJ J U) z LU X Q LU LU F i YLU0 ILL in� LU LLJ 0 LU >� 0LL z2z �O 0L0 w �P >� � Q 0 U) U) LIFT STATION PROCESS ISOMETRIC VIEW JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: JAG CHECKED BY: JCC ISOMETRIC VIEW � ISOMETRIC VIEW BAR ISONE INCH ON RAW 0 ORIGINALLDRAWING 10-P-901 SCALE: NOT TO SCALE 10-P-901 SCALE: NOT TO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-901 SHEET � 1 NUMBER (7� ISOMETRIC VIEW 10-P-902 SCALE: NOT TO SCALE N--� © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w ry CO�wFlo �zZ)�z O °��O❑(f) LL z ❑az❑w O wwQcnmcn cn�z— OO~�zOfpOU ww2 —� a z Of �C� U� �zw �Lu (n - W z z— F- LUILOz— p O 20ozo2 Dw Lu O� OOQ�Oa ❑ 04 ILL �Of_T-❑ —D *w T-a~wU) a z O o_ ry U U) w w H Q w ry �i L LJ J U) C�06z z Lu X Q Lu w F i Yw0 ILL LU (If LLJ0 win >� 0LL z2z �O 0L0 w �P >� � Q 0 U) U) LIFT STATION PROCESS ISOMETRIC VIEW II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: JAP DRAWN BY: JAG CHECKED BY: JCC BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 10-P-902 SHEET 52 NUMBER PIPE PENETRAT' SEE DETAIL LDI 99-IV TO EXISTING 20" FORCEMAIN 0 1 s M 05-S-101 LO5-S-301 r 20" 450 VERTICAL BEND (MJ X MJ) WALL CORNER --- / REINF, SEE DETAIL 04 99-S-501 13'-0" 2'-0" 2'-5" 411, 1 05-S-101 05-S-302 GRATING SUPPORT, w SEE DETAIL 01 3' w 99-S-505 ACCESS LADDER, SEE DETAIL 02 99-S-506 3'-0" s s L 1'-0" f►� s (7) 05-S-101 PROJECT NORTH 1'-0" ADDITIONAL REINFORCEMENT AROUND OPENING, SEE DETAIL 03 I 99-S-502 I 1 I I 05-S-101 05-5'-301 72" X 48" AL DOUBLE LEA ACCESS HATCH (WITHOI GUTTER), SEE DETAIL 99 #5 x 3'-6" DIAGONALS @ EACH CORNER, TOP & BOTTOM, TYP s ❑ y n N I - � I I I I I I �s ( FE-1401-500-01 ) 20" CLAMP -ON ULTRASONIC FLOW METER 1'-0" 1'-6" - — - -- TYP a FOUNDATION PLAN SCALE: 1 /2" = 1'-0" 1 05-S-101 05-S-302 i� lz�� I I � � i I � � I � � � � I I � � (7� 05-S-101 PROJECT NORTH 10'-0" TOP PLAN SCALE: 1/2" = 1'-0" r N A 0 N r 2' x 2' SUMP 3/4" ALUMINUM GRATING 20" SS - FROM LIFT STATION s 20" x 24" ECCENTRIC o REDUCER r O 0 r © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 wof �Of w�00 O Z Z 0 u_ 0 112 0 w (n z ❑wwwF5U) O Qwwa z w�> 0of w-U)oU0- -� z cnwU-N�z C0 —H0 CO zW z w—> LL -LLZ 00 20Of0 U Dw0co w 0OH�Oa rn ❑a=)cow ��Q�❑ Dw4tw =a=wcn z 0 0- U w ❑ w Q w LIJ ILL J F Cn °6 Z Lu Q L z 2i Lu LLJ Y Lu p L LU LU LU 0_ EF vLL �0� z2z �O 0Lu z F- Z 07 Q Q 0 (n (n METER VAULT PLANS JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: JAG CHECKED BY: KAP BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-S-101 SHEET �� NUMBER TO EXISTING 20" FORCEMAIN ti Lo CE EL. 582.83 ACCESS LADDER, 1' - 0" _ _ SEE DETAIL 02 2' - 0" �s 99-S-506 s 11111111111111111111111111-I I I 'i-�IIIIIIIIIIIIIIIIIIIII III - -I 1I- -i 11=1 11=1 11=1 I I -111��111111� • ADDITIONAL REINF AROUND OPENING, SEE DETAIL 03 99-S-502 PIPE PENETRATION, SEE DETAIL 01 99-M-503 20" 450 VERTICAL - BEND (MJ X MJ) WALL TO FDN JOINT - - TYP, SEE DETAIL ®p 99-S-501 10'-0" 8' - 011 4' - 0" n C >_ 1' - 0" FG, SEE CIVIL - - SEE NOTE 1 .----------------- 20" CLAMP -ON ULTRASONIC ' FLOW METER -{ FE-1401-500-01 2" P D ►' 6" WATERSTOP TYP, PIPE SUPPORT SEE DETAIL D03 (TYP OF 2), SEE DETAIL D03 1 99-S-501 99-M-501 1 • s s 5' - 10" rl_"1 05-S-101 1 05-S-301 2' - 011 �s am—som 13'-0" SECTION SCALE: 1 /2" = V-0" • 20" SS 11-611 -7,. TTP 5' - 2'1 aw- 6" s► TOC EL. 596.75 III I 1 I ' --- EXCAVATION SLOPE PER OSHA �— (10) BENT #6 EACH WAY EL. 575.33 SEE NOTE 2 NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL<_35 <_ 70% PASSING NO. 200 SIEVE <_ 2% ORGANICS © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w� LILlw000 � o��z O ILL 0 w 1_O o;zU)mo OZ wof>~OE w2E�oUa- a -cn CN 0 U ~r)00 W z wL��z� p 0 � 0 0 (-) o U �w0(D�w cy)000 r-0a co ILL rn ��<� Q�o Dwitw =a=wcn m z 0 a Of U U) w 0 _DI CENTRIC (MJ x MJ) w Q 0 w Of FROM LIFT STATION s W EL. 582.65 � ILL co Cn °6 Z CIO clo Lu Q W z 2i W W METER VAULT TOF AIL~ Y W O EL. 580.50 LLJO LU U >� �0 UL— z 2i Z 1_O 0W0 zF- zU)Q �Q oU)U) METER VAULT SECTIONS JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: JAG CHECKED BY: KAM BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-S-301 SHEET �� NUMBER co zo 0 N r illiffli EDGE OF OPENING BEYOND — FG, SEE CIVIL — TOC o....... • • • • • EL.596.7 SEE NOTE 1 • •" •I•)• • • •, • I•� • • • • • - - - - - - - - - - - - - - - - - III #5@12" EW, T&B ` @3T&B III III -III -III- I III III III III III III III III -'' #5 " 1I- - III III III III III III I1'' SEE NOTE 3 #6@12" HORIZ W/ #6@12" CORNER BARS co in #6@12" VERT BARS • 20" CLAMP -ON ULTRASONIC • FLOW METER FE-1401-500-01 • 6" WATERSTOP TYP, #8Cc SEE DETAIL 03 DO) 99-S-501 • Q r • • s s � PIPE SUPPORT, SEE DETAIL D03 S 99-M-501 #6 E� s s 5' - 10" (oo�l 05-S-101 105-S-302 2'-0" 13'-0" SECTION SCALE: 1 /2" = 1'-0" • • 2" PD—%k_l 2' - 011 s ►s TYP 5'-2" uff-1 I ACCESS LADDER, SEE DETAIL D02 99-S-506 r, EL.585.75 TO WET WELL n /All Al 1 IRAIKII IRA 6" NOTES: 1. A CLAY LAYER SHALL EXTEND FIVE FEET MIN BEYOND THE EXTENTS OF THE BACKFILLED REGION WITH THE FOLLOWING PROPERTIES: <2% ORGANICS MOISTURE CONDITION TO +2% TO +5% OF THE OPTIMUM MOISTURE CONTENT AND COMPACT TO AT LEAST 94% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 2. SCARIFY, MOISTURE CONDITION TO -1% TO 3% OF OPTIMUM MOISTURE CONTENT, AND COMPACT TO AT LEAST 95% OF THE STANDARD EFFORT (ASTM D 689) MAXIMUM DRY DENSITY 3. BACKFILL WITH TXDOT ITEM 247, TYPE A OR D, GRADE 1 OR 2, OR WITH SELECT FILL MEETING THE FOLLOWING PROPERTIES: PI BETWEEN 8 AND 15 LL<_35 <_ 70% PASSING NO. 200 SIEVE <_ 2% ORGANICS METER VAULT TOF jL EL.580.50 '-,W EXCAVATION SLOPE PER OSHA P PUMP I.01-500-001) :KIT 446 EACH WAY EL. 575.33 SEE NOTE 2 © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 wOf �Of w�00 O z z O ILL �0O❑U) w Oz owz— 0 z ww>~Oof W2�—N a —cn (Dz cnwLNDfz 0 co Wz w—� -LLZ 00 20Of00� o U Dw0� w 0OH�Oa rn ❑a��w U) T_ Dw4tw =a=wcn F- �_a=) 9. z 0 U U) w w Q w o- 0 lLwa I LIJ LL � J 0 (n °6 Z Q LU z 2i Lu LLJ Y of LL Lu p LU w 0 LU >� vLL Z 2i Z �O 0Lu z Z U) Q LLI�Q oU)U) METER VAULT SECTIONS II JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: SJC DRAWN BY: MAR CHECKED BY: KAM BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 05-S-302 SHEET 24 NUMBER NOTES: 1. PROVIDE HOSE RACK AT ALL WALL AND YARD HYDRANTS UNLESS A HOSE REEL IS INDICATED ON THE DRAWINGS. 2. CONTRACTOR TO PROVIDE 100' OF 1" HOSE. 3. LESS POST & CONC FOR WALL MT INSTALLATION s SS HARDWARE, (4) AT WALLS OR O (2) AT POST FAB 3/8" ALUM PLATE 4 - #4 BARS EVENLY SPACED, EACH WAY 2' - 011 w- I I � I I \ 1 \ O O O O 1 N 2'-0"x1'-6"x4" CONCRETE PAD d _ d ju - _ - I p I I— d ip dl ° p - -'II III- r WELD END PLATE 4"SQ. ALUM TUBING V/ LW 1.\1- I r p N s ' L Q O az 0- In �U W UZI Q(D �=Z _ Q 4 `0 er MATCH p 2 ° PAVEMENT 2" SLOPE d p 4 d � ° d p - — — — — — — — — — — — _ d V) \\ p a 4 d p d d p p 4 p 4 d 4 p d O 4 . d p d p ° --------------------------------- 211 711 1 1 - 511 ROUNDED TOP OF CONCRETE a� 2500 PSI CONCRETE ° a 4 6" BLACK STEEL ° PIPE SCHEDULE 40 PAINTED 4 ° 4 p d p a d p 4, dp PLACE ADJACENT SURFACE AFTER BOLLARD IS SET p d p d d d ° d 4 p G- ° d r 4 ° 4 p d p ° d 4 ° d d d 4 I- p d p p 4 - COMPACTED ° SUBGRADE p ^ p 2500 PSI CONCRETE 6" 6" MIN. MIN. M D01 SELF SUPPORTED HOSE RACK Do2 INTEGRAL CURB AND GUTTER D03 TYPICAL BOLLARD 99-C-504 SCALE: NOT TO SCALE 99-C-504 SCALE: NOT TO SCALE 99-C-504 SCALE: NOT TO SCALE "US 200" OR APPROVED EQUAL WOVEN GEOTEXTILE FABRIC 6" ODOT TYPE "A", COMPACTED TO 100" STANDARD PROCTOR DENSITY (AASHTO T-99), FLUSH W/ GRADE OR PAVING 8" LIME STABILIZED NOTES: SUBGRADE 1. SEE GRADING PLANS FOR FINAL PROPOSED GRADE SLOPES AND GRAVEL DRIVE ROAD WIDTHS #3 BARS @ 10"OC EW a= 6" MIN. COMPACTED CRUSHED STONE p p 4 - 4 d p p d d 4 p "% \/ A 1%// \/ T 1%// V A I%9 V T I%d v h 1%d 1/ s 00 r #4 BARS @ 8"O.C. EW v p p - 4 p4 d p d d d d ° p 4 O ° ° 0 p ° d p ^ p c 4 8" MIN. COMPACTED COMPACTED BASE COURSE 2' UNDERCUT AND REPLACE W/ - SELECT MATERIAL AS APPROVED BY ENGINEER. WHERE SOIL IS EXCAVATED DEEPER THAN THE MINIMUM 2' IN PAVED AREAS, ALL FILL BELOW THE PAVEMENT SHALL BE SELECT I U) U) W z _U I' r 4 ° d d dp p 4 d ° 4 p 4 ° d p d d p I 0 ° 0 u °O 4 ° p a 49 n A n =III III III III III III III III= I III III I''' D04 GRAVEL PAVING AREAS D05 CONCRETE FLUME DETAIL D06 CONCRETE PAVING 99-C-504 SCALE: NOT TO SCALE 99-C-504 SCALE: NOT TO SCALE 99-C-504 SCALE: NOT TO SCALE © 2024 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 w m wQWOO fl 0?g�z 0 IL �00U) w � Oz wwwwcnmcn 0 Qw=~za z U W0 v 0 c:) Z ILLN�O U LWoomF-z p O 2o() � U 00?L00 0a U�w�0 D *k W d ^W U) LL z O NLL L.L U U) w 0 n 1 �i LLJILL / � 00 JU) r Q LuLLJ °6 Z Lu C w ILL Yw0 LU Lu >� 0 LU 0LL F--0 Z 0LLJ0 2 Z :lzzj wU)Q � Q 0 U) U) CIVIL DETAILS IV JOB NO.: 19WO5146 DATE: FEB. 2024 DESIGNED BY: MSM DRAWN BY: FSR CHECKED BY: CDG BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 99-C-504 SHEET �� NUMBER